View source for NL-13-089, Indian Point, Unit 3, Enclosure to NL-13-089, Seismic Walkdown Report Update, Part 1 of 6

{{Adams
| number = ML13176A012
| issue date = 05/24/2013
| title = Indian Point, Unit 3, Enclosure to NL-13-089, Seismic Walkdown Report Update, Part 1 of 6
| author name = Lo K
| author affiliation = Entergy Nuclear Northeast
| addressee name = 
| addressee affiliation = NRC/NRR
| docket = 05000286
| license number = DPR-064
| contact person = 
| case reference number = NL-13-089
| document type = Report, Technical
| page count = 368
}}

=Text=
{{#Wiki_filter:ENCLOSURE TO NL-13-089 INDIAN POINT UNIT NO. 3 SEISMIC WALKDOWN REPORT UPDATE ENTERGY NUCLEAR OPERATIONS, INC.INDIAN POINT NUCLEAR GENERATING UNIT NO. 3 DOCKET NO. 50-286 l:-.l1gifllkerting Repor~t No.I1.P RP'f 120039 Rev. I I of -3t)E- n teny l~NTR(~'NUCLEAR Engineering Report Cover Mheet Engineering Report Title: Indian Point Energy Center, Unit 3 Seismic Walkdomin Report for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic Engineering Report Type: Ncv,' E] Rcv isiolZ Cancelled r] Superseded SuperCsCded by: Applicable Site(s)El IPIl 1: ANOI [EC No. 43654 11,2 EL AN02 El lI9'0 ECH El GIAG F GU;NS LI PINPS L R13S L vWY EL W F3 [I W P() L PLP EL Report Origin: [ ErnIergy LI Vendor Vendor DoIcument No.: NIA Quality-Related:
EL Yes Z No Prepared by: Dale: 5-24-20 13 Kai Lo (ENTERGYY)
Reviewed by: Reviewed by: Approved by: Dan Nuta ( R aiewer. ENTERGY)Date: 5-24-2013 Date: 5-24-2(013 Daie: 5-24-2013 Thomnas Mc( (Design NManager.
ENTERGY)
RA f46-/ + or--3 IT IIIccliReport No.IWP-R'- 12-00o9)Rcy. 0I I "a t; of 36-Entergy ENTER(JY NUClEAR lFiigineririiag Report Covecr Sheet l. gi neezilig Report Tide: Indian Point Energy Center, Unit 3 Seismic Walkdown Report for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic Enigineering Report Tvpe: New D/ Revision 0I Cuancellecl FJ Superseded Superseded by: Applicable Site(s)IPI [-ANO L 0 EC No. 40458 JP2 I A NO I-111 EIN I FCII rLI JAF LI GC;NS 0]PNPS L RBS []VY. LI WF3 El WPLO LI PLP Lii Report Origin: [I Entergy E Vendor Vendor Document No.: N/A Qualit'-Related:
L] Yes Prepared by: 2 No Date: 11/20/20 12'Maggie Farah (ENERCON)Reviewed by: Date: 11/20/2012 Reviewed by: Approved by: Approved by: Thomas Panayotidi (Peer Review Team Leader. ENERCON)Nick Crispell (ENERCON)Date: 11/20/2012 Date: I k I Z -)Date: )0.24-1v~~aK:rd~ DrakjefNTERGY)
Thomas MXfey (Desian Manager, ENTERGY)
I: alc 2 31.9 Revision Description of Change 0 Initial issue Report revised to include inspection of deferred items during 3R17.Revised Table of Content, Table 4-1, Table 4-2, and other misc. changes denoted with revision bar. Other pages remain the same.Added new section 4.2.1, 4.3.1, 4.5.1, 4.3, Section 6.3.1, 7.1.1, 7.2.1, 8.1.1, 8.3.1, 8.4.1, 8.5.1, 9.2.2.1 and 9.2.3.1.Added Attachments J, K, L and M.
FIgincering Reporl NM .I1..P"- 2-100(39 Rcv. I Page.3 (4" 39 Indian Point Energy Center, Unit 3 Seismic Walkdown Report for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic TABLE OF CONTENTS Section Title PaQe 1.0 SC O P E A N D O BJE C T IV E ......................................................................................................
4 2.0 SEISM IC LIC EN S IN G BA S IS S U M M A R Y ..................................................................................................
5 2.1 SAFE SHUTDOWN EARTHQUAKE (SSE) ........................................................................................
5 2.2 DESIGN OF SEISMIC CATEGORY I SSCs ......................................................................................
5 3.0 SEISMIC WALKDOWN PROGRAM IMPLEMENTATION APPROACH ..............................................
10 4 .0 P E R S O N N E L Q U A LIF IC A T IO N S .............................................................................................................
11 4.1 EQUIPMENT SELECTION PERSONNEL 
........................................................................................
14 4.2 SEISMIC WALKDOWN ENGINEERS 
...............................................................................................
14 4.3 LIC E N S IN G B A S IS R EV IE W E R S .........................................................................................................
14 4 .4 IP E E E R E V IE W E R S .............................................................................................................................
14 4 .5 P E E R R E V IE W T E A M ...........................................................................................................................
15 5.0 IPEEE VULNERABILITIES REPORTING 
.............................................................................................
18 6.0 SEISMIC WALKDOWN EQUIPMENT LIST DEVELOPMENT 
.............................................................
19 6.1 ITEMS SUPPORTING THE FIVE SAFETY FUNCTIONS 
.................................................................
19 6 .2 S P E N T F U E L P O O L IT E M S .................................................................................................................
2 1 6.3 DEFERRED INACCESSIBLE ITEMS on SWEL ..............................................................................
23 7.0 SEISMIC WALKDOWNS AND AREA WALK-BYS ................................................................................
26 7 .1 S E IS M IC W A LK D O W N S .......................................................................................................................
26 7 .2 A R E A W A L K -B Y S .................................................................................................................................
2 8 8.0 LIC EN S IN G BA S IS EV A LU AT IO N S .........................................................................................................
29 8.1 C O N D IT O N ID E N T IF IC A T IO N ..............................................................................................................
29 8.2 C O N D IT IO N R E S O LU T IO N ..................................................................................................................
30 8.3 LICENSING BASIS EVALUATIONS 
................................................................................................
30 8.4 CORRECTIVE ACTION PROGRAM ENTRIES ................................................................................
30 8 .5 P LA N T C H A N G E S ................................................................................................................................
3 2 9 .0 P E E R R E V IE W ..........................................................................................................................................
3 2 R 1 9.1 P E E R R E V IE W P R O C E S S ...................................................................................................................
32 9.2 PEER REVIEW RESULTS 

==SUMMARY==
 ............................................................................................
33 10 .0 R E F E R E N C E S ..........................................................................................................................................
3 8 1 1 .0 A T T A C H M E N T S ........................................................................................................................................
3 9 ATTACHMENT A -IPEEE VULNERABILTIES TABLE ............................................................................
39 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS ...........................................................
39 ATTACHMENT C -SEISMIC WALKDOWN CHECKLISTS (SWCs) .......................................................
39 ATTACHMENT D -AREA WALK-BY CHECKLISTS (AWCs) .................................................................
39 ATTACHMENT E -POTENTIALLY ADVERSE SEISMIC CONDITIONS.................................
39 ATTACHMENT F- LICENSING BASIS EVALUATION FORMS .............................................................
39 ATTACHMENT G -PEER REVIEW CHECKLIST FOR SWEL ................................................................
39 ATTACHMENT H -REVIEW COMMENTS AND RESOLUTIONS FORM ..............................................
39 ATTACHMENT I -SEISMIC WALKDOWN ENGINEER TRAINING CERTIFICATES 
............................
39 ATTACHMENT J -DEFERRED SEISMIC WALKDOWN CHECKLISTS (SWCs) .................................
39 ATTACHMENT K -DEFERRED AREA WALK-BY CHECKLISTS (AWCs) ........................................
39 ATTACHMENT L -DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS 
..........
39 ATTACHMENT M -DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS ................
39 I-vngincerinu Report N.,. I I"-I 12-(I(0(0)39 Rev. I IPate 4 (if 39 1.0 SCOPE AND OBJECTIVE The Great Tohoku Earthquake of March 11, 2011 and the resulting tsunami caused an accident at the Fukushima Dai-ichi nuclear power plant in Japan. In response to this accident, the Nuclear Regulatory Commission (NRC) established the Near-Term Task Force (NTTF).The NTTF was tasked with conducting a systematic and methodical review of NRC processes and regulations and determining if the agency should make additional improvements to its regulatory system. On March 12, 2012 the NRC issued a 1OCFR50.54(f)
Letter [Ref. 1] requesting information from all licensees to support the NRC staff's evaluation of several of the NTTF recommendations.
To support NTTF Recommendation 2.3, Enclosure 3 to the 50.54(f) Letter requested that all licensees perform seismic walkdown inspections of the plant to gather and report information related to degraded, non-conforming, or unanalyzed conditions with respect to its current seismic licensing basis.The Electric Power Research Institute (EPRI), with support and direction from the Nuclear Energy Institute (NEI), published industry guidance for conducting and documenting the seismic walkdowns which represented the results of extensive interaction between NRC, NEI, and other stakeholders.
This industry guidance document, EPRI Report 1025286 [Ref. 2], hereafter referred to as "the Guidance," was formally endorsed by the NRC on May 31, 2012.Entergy Indian Point Energy Center (IPEC), Unit 3 has committed to using this NRC-endorsed guidance as the basis for conducting and documenting seismic walkdowns for resolution of NTTF Recommendation 2.3: Seismic. To this end, Entergy has prepared Fukushima Near-Term Task Force Recommendation 2.3 Seismic Walk-down Procedure EN-DC-168 to govern the performance of the seismic walkdowns and preparation of the seismic report.The objective of this report is to document the results of the seismic walkdown effort undertaken for resolution of NTTF Recommendation 2.3: Seismic in accordance with the Guidance and under the guidance of Entergy procedure EN-DC-168, and provide the information necessary for responding to Enclosure 3 to the 50.54(f) Letter.
Jiiginccring Rcpw:i No. II.'-Rl''-
1?2-0()39 RC %,. I Page 5 ot 39 2.0 SEISMIC LICENSING BASIS 

==SUMMARY==
Indian Point Energy Center, Unit 3 is a pressurized water reactor (PWR) located in Buchanan, New York. The Nuclear Steam Supply System (NSSS) was originally designed by Westinghouse Electric Corporation.
The Indian Point Energy Center consists of two similar units, Indian point 2 (IP2) and Indian Point 3 (IP3). Unit 1 is decommissioned.
IP3 began commercial operation in December of 1976, and is currently rated at 1080 MW electric output from the turbine-generator 
[Ref. 31. This section summarizes the seismic licensing basis of structures, systems and components (SSCs) at IP3, which bound the context of the NTTF 2.3 Seismic Walkdown program.2.1 SAFE SHUTDOWN EARTHQUAKE (SSE)The safe shutdown earthquake for the Indian Point Energy Center Unit 3 site conforms to the average of response spectra developed by Housner, and is anchored at 0.15g peak horizontal ground acceleration and 0.1Og peak vertical ground acceleration 
[Ref. 3].2.2 DESIGN OF SEISMIC CATEGORY I SSCs The following text within this section (2.2) has been extracted from the Indian Point 3 UFSAR and all cross references, herein, are provided in the UFSAR [Ref. 3].Class I All components, systems and structures classified as Class I were designed in accordance with the following criteria: 2.2.1 Primary steady state stresses, when combined with the seismic stress resulting from the application of seismic motion with a maximum ground acceleration of 0.05g acting in the vertical and 0.1g acting in the horizontal planes simultaneously, are maintained within the allowable stress limit accepted as good practice and, where applicable, set forth in the appropriate design standards, e.g. ASME Boiler and Pressure Vessel Code, USAS B31.1 Code for Pressure Piping, ACI 318 Building Code Requirements for Reinforced Concrete, and AISC Specifications for the Design and Erection of Structural Steel for Buildings.
2.2.2 Primary steady state stresses when combined with the seismic stress resulting from the application of seismic motion with a maximum ground acceleration of 0.10g acting in the vertical and 0.15g acting in the horizontal planes, simultaneously, are limited so that the function of the component, system or structure shall not be impaired as to prevent a safe and orderly shutdown of the plant.
I&#xfd;1ghlccri, g Report Mi. IP-RPT- 12-00039 Rev. I Page 6 44 39 No loss of function implies that rotating equipment will not freeze, pressure vesselswill not rupture, supports will not collapse under the load, systems required to be leak tight remain leak tight and components required to respond actively (such as valves and relays) will respond actively.
The criteria for functional adequacy of the structures state that stresses do not exceed yield when subjected to seismic motion with a 0.15g maximum ground acceleration.
Seismic Class I equipment associated with the primary reactor coolant loop was designed in accordance with the requirements of Section III of the ASME Boiler and Pressure Vessel Code for Nuclear Vessels for response to a 0.15g maximum ground acceleration earthquake.
All seismic Class I piping was designed in accordance with the USAS Code for Pressure Piping B31.1.0 for response to 0.15g maximum ground acceleration earthquake.
For the Containment design, refer to the Containment Design Report (Appendix 5A).2.2.3 The seismic design criteria and qualification testing employed to assure the adequacy of seismic Class I electrical equipment are discussed in Section 7.2. The control board is not considered protection equipment.
Typical switches and indicators for safeguards components were tested to determine their ability to withstand seismic forces without malfunction which would defeat automatic operation of the required component.
The control boards are stiff, and past experience indicates that amplification of the board structure and accelerations seen by the devices mounted therein is considerably less than the subsequent acceleration which was shown the device could withstand in testing. Some components, for instance most pumps, required no additional restraints in order to meet the seismic criteria.
Tanks generally required thicker walls and/or wall stiffeners and heavier support members and anchor bolts. Battery racks and instrument racks generally required heavier supports, cross bracing and heavier anchor bolts. The protection system equipment racks are bolted to the floor; no other seismic restraints were employed or deemed necessary to meet the seismic criteria.The type testing described in Section 7.2 used the same bolting arrangement as employed in the plant installation.
Seismic analysis of selected seismic Class I components including heat exchangers, pumps, tanks and valves, as well as seismic Class I structures, was performed using one of three methods depending on the relative rigidity of the equipment being analyzed: (1) Equipment which is rigid and rigidly attached to the supporting structure was analyzed for a g-loading equal to the acceleration of the supporting structure at the appropriate elevation, I'n'-inecring-IR&#xa2;por Ni ,. I11- R PTl- 12-(1003tL9 Rekv. I PaLIc 7 iut 39 (2) Equipment which is not rigid, and therefore a potential for response to the support motion exists, was analyzed for the peak of the floor response curve with appropriate damping values;(3) In some instances, non-rigid equipment was analyzed using a multi-degree-of freedom modal analysis including the effect of modal participation factors and mode shapes together with the spectral motions of the floor response spectrum defined at the support of the equipment.
The inertial forces, moments, and stresses were determined in each mode. They were then summed using the square-root-sum-of the-squares method. Where structures were too complex to analyze, testing was performed.
The reactor coolant loop piping and main steam and main feedwater piping inside containment were seismically analyzed by Westinghouse using the computer code WECAN for the Reactor Coolant Loop and the computer code WESTDYN for the main steam and main feedwater lines. Verification of the computer codes for both static, linear and nonlinear elastic dynamic analysis capability has been performed.
Reduced modal analysis method and modal superposition method are used in the time history seismic analyses.The reduced modal analysis is used to determine the natural frequencies and mode shapes for a linear, undamped structure.
This analysis requires the specification of dynamic or active degrees of freedom (DOF) for the model, which are a subset of the total number of DOF. The selection of dynamic DOF must be such that the low frequency spectrum can accurately be presented while a reduced eigenvalue problem is solved. In other words, the selected or dynamic (or active) DOF should be able to describe the frequency modes at interest.The modal superposition method gives a time history solution for the response of an arbitrary structure subjected to known modal forces or ground acceleration time histories.
The structure may include linear or non-linear elements.
The uncoupled modal equations are integrated analytically.
The input to the time history DBE seismic analysis is in the form of time history seismic motions applied individually at the containment base mat in the north-south, east-west and vertical direction.
These time histories seismic motions are based on those used in developing response spectra. The total response is obtained by determining the maximum response from combining absolutely one of the horizontal responses with the vertical seismic response.Seismic Class I piping having a diameter 6" or larger plus the high head safety injection piping were initially designed statically using spacing tables which reflected the simultaneous application of horizontal and vertical spectral accelerations corresponding to 0.67 and 0.5 times the peak of the amplified floor response spectrum, respectively, developed at the I-'1igiiiccr'ing Icporl No. 11'-RPT- 12-0(00(39 Rev. I Pagwe S of 39 support elevation of the piping system. A multi-degree-of-freedom dynamic analysis using the computer code ADLPIPE employing a dynamic model of the system and the applicable floor response spectrum as input motion was then performed to confirm the static design and analysis.
The dynamic analysis successfully confirmed the conservatism of the static design.Seismic Class I piping less than six inches in diameter was statically analyzed using spacing tables for simultaneously applied horizontal and vertical spectral accelerations corresponding to 2.0 and 1.33 times the peak of the amplified floor response spectrum, respectively, developed at the support elevation of the piping system. The coefficient of two times the peak of the amplified floor response spectrum was selected to account conservatively for modal participation factor effects in each mode and the contribution of higher modes. The design conservatism inherent in such a procedure has been verified by earlier comparative studies (Ginna, H.B. Robinson, and IP-2 Plants) relating seismic design stresses determined by coefficients from the peak of applicable floor or ground response spectrum to those determined by multi-degree-of-freedom detailed modal dynamic analysis.The six inch diameter was selected as the dividing point because the reduction in pipe support hardware made possible by the more rigorous multi-degree-of-freedom detailed modal dynamic analysis below the six inch size (as opposed to the simplified double-the-peak response) did not warrant its use.Non-rigid components and equipment components and equipment were only analyzed for an equivalent static load for vertical and horizontal seismic inputs if a dynamic analysis of a multidegree-of-freedom model of similar component or piece of equipment has shown that the equivalent static load used gives conservative results. It is noted that, as described above, for piping having a diameter less than six inches, twice the peak of the floor response spectrum was used to determine the equivalent static loading. Analytical methods employed in the design of other seismic Class I structures, systems, and components are: ITEM METHOD 1. Reactor coolant loop piping and Multi-degree-of-freedom main stream and main feedwater modal analysis response spectra piping inside containment
: 2. All other Class 1 Piping>6" Dia. (including two inch Equivalent static analysis and high head safety injection confirmatory multi-degree-of lines freedom modal analysis response spectra.<6" Dia Equivalent static analysis 3. Refueling Water Storage Multi-degree-of-freedom modal Tank analysis response spectra 4. Primary Auxiliary Building Equivalent static load ventilation system 5. Condensate Storage Tank analysis response spectra Multi-degree-of-freedom modal 
[:'igicfceriing l.!cport No. -i' )0_19 Rev. I IPd2C 9) 1)439 6. Containment Penetration and Weld Channel Pressurization System 7. Diesel Generators
: 8. Fuel Oil Storage Tanks 9. DC Power Supply System 10. Power Distribution lines to equipment required for transformers and switchgear supplying the engineered safety features 11. Control equipment, facili-ties and lines necessary for Items 6 through 9 12. Auxiliary Feedwater System and Building 13. Containment crane 14. Emergency Boiler Feed Pumps and Service Water Pumps Equivalent static load*See NOTE No specific seisrnic design (UL approved.
buried, atmospheric design pressure)Equivalent static load Equivalent static load analysis on cable tray supports Equivalent static load As outlined in the Authority's response to NRC Generic letter No. 81-14 (IPN-81-66, 8/28/81)Equivalent static load Equivalent static load*NOTE: No seismic design analysis was provided by the manufacturer of the Emergency Diesel Generator.
However, the manufacturer of the diesel engine stated the following: "The diesel engine provided (for IP-2 and IP-3) was originally designed as a prime motive power unit for locomotive service. To meet these requirements, all component parts of the engine were designed to withstand minimum shock loads of 2.5g in any direction.
This engine when modified for other uses retain this design criteria, as well as all allied equipment required.
The engine foundation and sub-base are included." In addition, the manufacturer of the generator portion of the units stated: "Machines of this type have been transported via rail shipment all over the United States without experiencing difficulty.
Rail shipment experience indicate that shock loads of a magnitude of 2G's are common." The methods utilized to determine the seismic input to these components are stated in the seismic design criteria.
FIngi-Lccrino.
Icpur! N4 It -I:No. (H0)39 Reyv. I IaIge RI() o 39 3.0 SEISMIC WALKDOWN PROGRAM IMPLEMENTATION APPROACH Entergy IP3 has committed to conduct and document seismic walkdowns for resolution of NTTF Recommendation 2.3: Seismic in accordance with the EPRI Seismic Walkdown Guidance [Ref. 2]. The approach provided in the Guidance for addressing the actions and information requested in Enclosure 3 to the 50.54(f) Letter includes the following activities, the results of which are presented in the sections shown in parenthesis:
* Assignment of appropriately qualified personnel (Section 4.0)* Reporting of actions taken to reduce or eliminate the seismic vulnerabilities identified by the Individual Plant Examination of External Events (IPEEE) program (Section 5.0)" Selection of structures, systems and components (SSCs) to be evaluated (Section 6.0)* Performance of the seismic walkdowns and area walk-bys (Section 7.0)* Evaluation and treatment of potentially adverse seismic conditions with respect to the seismic licensing basis of the plant (Section 8.0)* Performance of peer reviews (Section 9.0)The coordination and conduct of these activities was initiated and tracked by Entergy corporate leadership, which provided guidance to each Entergy site throughout the seismic walkdown program, including Indian Point Energy Center, Unit 3. Entergy contracted with an outside nuclear services company to provide engineering and project management resources to supplement and assist each individual site. Each site had dedicated engineering contractors, supported by their own project management and technical oversight, who worked closely with plant personnel. 

ReporI NW. I11-RI{"1-12-0()(.039 Rev. I FP:age 1 (1,39 4.0 PERSONNEL QUALIFICATIONS The NTTF 2.3 Seismic Walkdown program involved the participation of numerous personnel with various responsibilities.
This section identifies the project team members and their project responsibilities, and provides brief experience summaries for each. For organizational purposes, personnel are presented as being primarily involved with either the walkdown effort or the peer review. Training certificates of those qualified as Seismic Walkdown Engineers are included in Attachment I.Table 4-1 summarizes the names and responsibilities of personnel used to conduct the seismic walkdowns.
Experience summaries of each person follow.Table 4-1 Equipment Seismic Licensing IPEEE Name Selection Walkdown Basis Personnel Engineer Reviewer Richard Drake (ENTERGY)
X x Douglas Gaynor (ENTERGY)
X Richard Gioggia (ENTERGY)
X William Schmidt (ENTERGY)
X Michael Koutsakos (ENTERGY)
X Michael Dries (ENTERGY) x John Skonieczny (ENTERGY)
X Maggie Farah (ENERCON)
X Paul Huebsch (ENERCON) x X Stephen Yuan (ENERCON)
X Kai Lo (ENTERGY)
X x2'3 R1 Dragos Nuta (ENTERGY)Notes: x 3 X 1.2.3.4.Plant operations representative Designated lead SWE SWEs for deferred items Licensing Basis Reviewer for deferred items I.ginicringcrn Report N,,. I l- IN I -I- 039)Rcv, I Pa ge 12 oIf '0)Richard Drake, PE Mr. Richard Drake is the Civil/Structural Design Engineering Supervisor for Entergy Nuclear at the Indian Point Nuclear Plant. He has over 30 years of nuclear power generation experience, of which 18 years have been as an Indian Point Supervisor.
His broad experience includes design engineering activities associated with Seismic qualification of components, piping and structures.
Mr. Drake is an EPRI trained Fukushima NTTF Recommendation 2.3 Seismic Walkdown Engineer as well as being trained in the EPRI NARE/STERI seismic qualification method. Mr. Drake is a registered Professional Engineer in both NY and NJ.Douglas Gaynor Mr. Douglas Gaynor is a Senior Lead Engineer for Entergy Nuclear at the Indian Point Energy Center, responsible for probabilistic safety assessment (PSA). He holds a Bachelor Degree and Master Degree in Mechanical Engineering from Manhattan College and has 38 years of experience in the nuclear industry, including over 25 years in the area of probabilistic safety assessment.
His nuclear experience also includes radiological and accident analysis, regulatory response and project coordination.
Richard Gioggia Mr. Gioggia is an Engineering Ill for the Entergy Nuclear at Indian Point Plant. He has a Bachelor's degree in Mechanical Engineering from Manhattan College with 5 years of experience as a System Engineer at IPEC. He was also involved in the initial walkdowns for the Fukushima IER 11-1 responses for IPEC.William Schmidt Mr. William Schmidt is a Control Room Supervisor at Indian Point 3. After serving in the Navy Nuclear Power Program as an Engine Room Supervisor he spent 10 years as a Nuclear Plant Operator, 10 years as a Licensed Reactor Operator and the last ten years as a Licensed Senior Reactor Operator, all at Indian Point 3.Michael Koutsakos Mr. Michael Koutsakos is a Technical Specialist IV for the Main Steam Systems for Entergy Nuclear Northeast at Indian Points Energy Center. Mr. Koutsakos has an Associate of Applied Science Degree in Nuclear Technology, 27 years of nuclear experience at IPEC, 20 of which in the Operations Department including a Reactor Operators License. He has extensive knowledge of plant operations and procedures, accident and transient analysis and design bases functions of safety related SSC's.
IFnhincering R7eport NMi. IP-R1yl- 12-1)1il39 Rev. I Page 13 of 39 Michael Dries Mr. Michael Dries is a Senior Systems Engineer with Entergy Nuclear Operations, Inc. and a staff Engineer at Indian Point Energy Center. He has over 38 years of experience in the Nuclear Industry and has held this position in System Engineering for approximately 19 years. Roles and responsibilities include trending of system performance, maintenance effectiveness, evaluation of degraded operation, classification of system components and knowledge of component design and licensing basis. He has or has had responsibility for the Reactor Coolant System, Spent Fuel Pool Cooling System, Fuel Handling System, Instrument Air System and Station Air System. He holds a Master of Science Degree in Mechanical Engineering from the New Jersey Institute of Technology.
John Skonieczny Mr. Skonieczny is a Senior Civil/Structural Engineer and licensed Professional Engineer in the state of New York. He is SQUG qualified and has been at IPEC for over 10 years.Maggie Farah Ms. Farah is a Civil/Structural Engineer in ENERCON's NJ office. She has over 4 years of experience performing structural analysis and design in nuclear industry.
Her experience includes developing and analyzing finite element models using a variety of software to aid the design of numerous structural components and systems. She is experienced in preparing design calculations and analysis of concrete and steel structures, conducting dynamic analyses of structures to resist seismic and hydrodynamic loads, designing various structural support systems to comply with regulations and restrictions at nuclear facilities.
Ms. Farah is an EPRI trained Fukushima NTTF Recommendation 2.3 Seismic Walkdown Engineer and was a Seismic Walkdown Engineer for Plant Farley.Paul Huebsch Mr. Huebsch has worked as an ENERCON Civil/Structural Engineer for the past 9 years, and has successfully completed Training on Near Term Task Force Recommendation 2.3 Plant Walkdowns on 09/13/2012.
He has a bachelor's degree and a master's degree with majors in structural engineering.
Mr. Huebsch has 47 years of structural engineering experience in commercial, industrial and nuclear fields. He is an active professional engineer in the state of New Jersey and was previously licensed in 12 other states.Stephen Yuan Mr. Stephen Yuan, P.E is assigned to the ENERCON New Jersey office as a Senior Civil Engineer.
Mr. Yuan has over 20 years of experience in structural computer modeling, design, rehabilitations, upgrading, electrical facility structure analyses and maintenance of industrial installations and nuclear power plants, including significant experience at Perry, Pilgrim and Eingineerii Rcl, r .Ii[-1 I '- Re2-t)N)39 Rev. I Page 14 ,f' 39 Vermont Yankee Plant. Mr. Yuan was one of the key civil engineers in support of the transformer replacement project at Perry Nuclear Power Plant. Mr. Yuan holds a M.S. in Civil Engineering and PE in the states NY, NJ, PA, and NH.Kai Lo Mr. Kwok Kai Lo is a senior engineer for Entergy Nuclear at Indian Point Nuclear Plant. Mr.Lo is a civil/structural engineer by degree with over 30 years of experience in the nuclear industry.
He has served roles in Maintenance Rule Structural Monitoring, plant modifications, FAC program wall thinning evaluations, piping and pipe support design engineering.
Mr. Lo is experienced in performing various types of structural analysis for license basis and operability.
Mr. Lo is an EPRI trained SQUG Seismic Capability Engineer since 1993.Draqos Nuta Mr. Dragos Nuta is a senior staff engineer for Entergy Nuclear at the Indian Point Energy Center and a Registered Professional Engineer.
He is a civil/structural engineer with over 30 years of experience in the nuclear industry.
He is a member of the ACI 349 Committee and a member of the ASCE Dynamic Analysis of Nuclear Structures Committee.
Mr. Nuta is certified as a SOUG Seismic Capability Engineer and Fukushima NTTF Recommendation 2.3 Seismic Walkdown Engineer.4.1 EQUIPMENT SELECTION PERSONNEL A total of 8 individuals served as Equipment Selection Personnel 
-see Table 4-1.4.2 SEISMIC WALKDOWN ENGINEERS A total of 4 individuals served as Seismic Walkdown Engineers 
-see Table 4-1.4.2.1 For the walkdown of the deferred SWEL items, there are 2 SWEs. R1 4.3 LICENSING BASIS REVIEWERS A total of 3 individuals served as Licensing Basis Reviewers 
-see Table 4-1.4.3.1 For the walkdown of the deferred SWEL items, there is 1 Licensing Basis Reviewer.
R1 4.4 IPEEE REVIEWERS A total of 1 individual served as IPEEE Reviewer -see Table 4-1.
E-ngincering Reptml No. IP-RP'T- 12-0[)1)39 RIc. I Page 15 f039 4.5 PEER REVIEW TEAM Table 4-2 summarizes the names and responsibilities of personnel used to conduct peer reviews of the seismic walkdown program. Experience summaries of each person follow.Table 4-2 Name SWEL Peer Reviewer Walkdown Peer Reviewer Licensing Basis Peer Reviewer Submittal Report Peer Reviewer Submittal Report Additional Reviewer Thomas Panayotidi X X1 X X1 (ENERCON)Kenneth X1 Whitmore(ENERCON)
Pouria Pourghopadi X X (ENERCON)Paul Huebsch (ENERCON)
X Joseph Ruch (ENTERGY)
X Chimanlal Patel X Richard Drake x3 X X Dan Nuta X x2 Nicholas Crispell X Notes: 1.2.3.Peer Review Team Leader Submittal report additional reviewer for Rev. 1 Walkdown peer for deferred items Thomas Panavotidi Dr. Panayotidi has worked as an ENERCON Civil/Structural Consulting Engineer for the past year, and has successfully completed Training on Near Term Task Force Recommendation 2.3 Plant Walkdowns on 09/13/2012.
Dr. Panayotidi has a Doctorate of Engineering Science in Civil Engineering/Engineering Mechanics, with emphasis in finite element analysis, particularly for seismic and other dynamic loads. Dr. Panayotidi has over 30 years'experience as a Structural/Seismic Engineer in the nuclear field.Kenneth Whitmore FInginccring Reporn N,. I['-R1yI-12-0(0039_
Rev. I Patgc 16 43t9 Mr. Ken Whitmo(e is a senior structural engineer with ENERCON who has performed evaluations of structures at Perry, Oyster Creek, Humboldt Bay, Robinson, Millstone, Indian Point, Diablo Canyon, Grand Gulf, and St Lucie. Mr. Whitmore was the lead structural engineer for the Dry Fuel Storage designs at Grand Gulf and Robinson as well as performing analysis and design for dry fuel projects at Millstone, Diablo Canyon, Humboldt Bay and St.Lucie. Mr. Whitmore also performed structural analysis for security upgrade work at Robinson, Indian Point, Nine Mile Point and Fitzpatrick and structural assessments at Crystal River, Perry, St. Lucie and Davis Besse. Mr. Whitmore has been responsible for reviewing documents related to the seismic issues associated with several COL applications and for developing conceptual designs for balance of plant systems and components for proposed new nuclear plants, related to COL applications.
He is currently the lead structural engineer in the ENERCON Mt. Arlington, NJ office, responsible for continuing plant services and completed the Training on Near Term Task Force Recommendation 2.3 Plant Walkdowns on 06/21/2012.
Pouria Pourqhopadi Mr. Pourghobadi is a civil/structural Engineer with ENERCON. Mr. Pourghobadi has successfully completed Training on Near Term Task Force Recommendation 2.3 Plant Seismic Walkdowns in 09/13/2012.
Mr. Pourghobadi has performed civil/structural engineering support to various nuclear facilities included steel and foundation analysis and design Joseph Ruch Mr. Ruch graduated in May 2008 with a B.S in engineering from Roger Williams University.
Currently Mr. Ruch has 4 years of engineering experience all at IPEC.Chimanlal Patel Mr. Patel has a B.S. in Civil engineering from University of Missouri.
Mr. Patel worked in the design of various nuclear plants since 1967. He worked as an engineer for nuclear plants for Sargent and Lundy in Chicago, United Engineers in Philadelphia, Bechtel Corp in San Francisco, Stone and Webster and Ebasco at Commanche Peak Nuclear Station. Last 24 Years Mr. Patel worked for Con Edison and Entergy at Indian point Units 2 and 3 in Civil engineering Department.
Nicholas Crispell Mr. Crispell has worked as an ENERCON Civil/Structural Engineer for the past 4 years, and has successfully completed Training on Near Term Task Force Recommendation 2.3 Plant Walkdowns on 09/13/2012.
He has a bachelor's degree and a master's degree with majors in structural engineering.
Mr. Crispell has 9 years of structural engineering experience in I-n~inc R epo No. II"-IR Y- 12-0}Hn3*Rv. I Pae17 of'f39 residential, commercial, and the nuclear fields. He is an active professional engineer in the state of Georgia.Paul Huebsch (See Section 4.0)Richard Drake (See Section 4.0)Dan Nuta (See Section 4.0) 
.nginccrinr g Rcepotr No. Ii-RIPV- Q2.-()1')1)
Rev. I Pau c 18 39 5.0 IPEEE VULNERABILITIES REPORTING During the IPEEE program in response to NRC Generic Letter 88-20 [Ref. 4], plant-specific seismic vulnerabilities were identified at many plants. In this context, "vulnerabilities" refers to conditions found during the IPEEE program related to seismic anomalies, outliers, or other findings.IPEEE Reviewers (see Section 4.4) reviewed the IPEEE final report [Ref. 5] and supporting documentation to identify items determined to present a seismic vulnerability by the IPEEE program. IPEEE Reviewers then reviewed additional plant documentation to identify the eventual resolutions to those seismic vulnerabilities not resolved via the completion of the IPEEE program.The seismic vulnerabilities identified for IP3 during the IPEEE program are reported in Attachment A. A total of one seismic vulnerability was identified by the Indian Point Energy Center, Unit 3 IPEEE program. The table in Attachment A includes three pieces of information requested by Enclosure 3 of the 50.54(f) Letter: " a description of the action taken to eliminate or reduce the seismic vulnerability;
* whether the configuration management program has maintained the IPEEE action (including procedural changes) such that the vulnerability continues to be addressed" when the resolution actions were completed.
The list of IPEEE vulnerabilities provided in Attachment A was used to ensure that some equipment enhanced as a result of the IPEEE program were included in SWELl (see Section 6.1.2). 

R plI No. I I-'-IP, '-12-004)()39.
Rev. I Pauce 19 41'39 6.0 SEISMIC WALKDOWN EQUIPMENT LIST DEVELOPMENT This section summarizes the process used to select the SSCs that were included in the Seismic Walkdown Equipment List (SWEL) in accordance with Section 3.0 of the Guidance.A team of equipment selection personnel with extensive knowledge of plant systems and components was selected to develop the SWEL. The SWEL is comprised of two groups of items: SWEL 1 consists of a sample of equipment required for safe shutdown of the reactor and to maintain containment integrity (i.e., supporting the five safety functions)
* SWEL 2 consists of items related to the spent fuel pool The final SWEL is the combination of SWELl and SWEL2. The development of these two groups is described in the following sections.6.1 ITEMS SUPPORTING THE FIVE SAFETY FUNCTIONS Safe shutdown of the reactor involves four safety functions:
* Reactor reactivity control (RRC)* Reactor coolant pressure control (RCPC)* Reactor coolant inventory control (RCIC)* Decay heat removal (DHR)Maintaining containment integrity is the fifth safety function:* Containment function (CF)The overall process for developing a sample of equipment to support these five safety functions is summarized in Figure 1-1 of the Guidance.
Figure 1-1 of the Guidance provides a screening method for selecting SSCs, starting with all of the plant SSCs and reducing the number based on a series of screening criteria.
The equipment coming out of Screen #3 and entering Screen #4 is defined as Base List 1. The equipment coming out of Screen #4 is the first Seismic Walkdown Equipment List, or SWEL 1. Development of these lists is described separately in the following sections.6.1.1 Base List1 Based on Figure 1-1 and Section 3.0 of the Guidance, Base List 1 should represent a set of Seismic Category (SC) I equipment or systems that support the five safety functions.
Base List 1 was derived from both the IPEEE equipment list and the USI-I .uiigiicring Report No. II'-RPI- 1 2-000139 Rev. I P -e2 (1'39 A46 equipment list. The portion of the IP2 and IP3 IPEEE addressing seismic events used a probabilistic risk analysis rather than a seismic margins approach to address beyond design basis events. Since the analysis provided an integrated assessment of the plant, it inherently addressed the five safety functions.
The objective of the USI-A46 program was to develop a list of equipment that will provide safe shutdown of the reactor and maintain a safe stable state in response to a design basis earthquake.
The USI-A46 equipment list was also used as a starting point for the NTTF 2.3 Seismic Walkdown Base List 1.Base List 1 is presented as Table 1 in Attachment B, and has 1034 total items.6.1.2 SWELl Based on Figure 1-1 and Section 3.0 of the Guidance, SWEL 1 should represent a diverse population of items on Base List 1 including representative items from some of the variations within each of five sample selection attributes.
Additionally, the selection of SWEL 1 items includes consideration of the importance of the contribution to risk for the SSCs. Equipment Selection Personnel (see Section 4.0) developed SWEL 1 using an iterative process. The following paragraphs describe how the equipment selected for inclusion on the final SWEL 1 are representative with respect to each of the five sample selection attributes while also considering risk significance.
In general, preference for inclusion on SWEL 1 was given to items that are accessible and have visible anchorage while still maintaining the sample selection attributes.
SWEL 1 is presented as Table 2 in Attachment B, and has 101 total items.Variety of Types of Systems Items were selected from Base List 1 ensuring that each of the five safety functions was well represented.
Additionally, components from a variety of frontline and support systems, as listed in Appendix E of the Guidance, were selected.
The system type of each item on SWEL 1 is listed on Table 2 of Attachment B.Maior New and Replacement Equipment The Equipment Selection Personnel, and the Configuration Management Group, with assistance from plant operations, identified items on Base List 1 which are either major new or replacement equipment installed within the past 15 years, or have been modified or upgraded recently.
These items are designated as such on Base List 1 on Table 1 of Attachment B. A robust sampling of these items is represented on SWEL 1.
Rev'. I P1age 21I ot 39 Variety of Equipment Types According to Appendix B of the Guidance, there are 22 classes of mechanical and electrical equipment.
The items on Base List 1 were classified accordingly and the total number from each class was determined.
Items were then selected from Base List 1 ensuring that each of the equipment classes were represented and they were also represented on SWEL 1 in approximately the same ratios. The equipment class of each item on SWEL 1 is listed on Table 1 of Attachment B. Note that SWEL 1 does not include class 3 or 11 components because these are not represented on Base List 1.Variety of Environments Items were selected from Base List 1 located in a variety of buildings, rooms, and elevations.
These item locations included environments that were both inside and outside, as well as having high temperature and/or elevated humidity and within containment.
Items that were part of borated systems were included as well. The location and environment of each item on SWEL 1 is listed on Table 1 of Attachment B.IPEEE Enhancements With assistance from IPEEE Reviewers, Equipment Selection Personnel identified items on Base List 1 which were enhanced as a result of seismic vulnerabilities identified during the IPEEE program (see Section 5.0). These items are designated as such on Base List 1 on Table 1 of Attachment B and are represented on SWEL 1.Risk Significance Information from the plant Probabilistic Risk Analysis (PRA) model and the Maintenance Rule implementation documentation were used to determine whether items were risk significant.
Where otherwise comparable items could be chosen relative to the sample selection attributes, the item with higher risk significance was chosen.6.2 SPENT FUEL POOL ITEMS The overall process for developing a sample of SSCs associated with the spent fuel pool (SFP) is similar to that of the screening process for SWEL 1 and is summarized in Figure 1-2 of the Guidance.
The equipment coming out of Screen #2 and entering Screen #3 is defined as Base List 2. The items coming out of Screen #4 are the items that could potentially cause the SFP to drain rapidly. The items coming out of either Screen #3 or Screen #4 are the second Seismic Walkdown Equipment List, or SWEL 2. Development of these lists is described separately in the following sections.
I_"nghnccring c I jiNo. IP-MII-RIT-1 ..Rev. I Page 22 of 39 6.2.1 Base List 2 Based on Figure 1-2 and Section 3.0 of the Guidance, Base List 2 should represent the Seismic Category I equipment or systems associated with the SFP. To develop Base List 2, Equipment Selection Personnel (see Section 4.2) reviewed plant design and licensing basis documentation and plant drawings for the SFP and its associated cooling system.Base List 2 is presented as Table 3 in Attachment B, and has 13 total items.6.2.2 Rapid Drain-Down Rapid drain-down is defined as unintentionally lowering the water level to the top of the fuel assemblies within 72 hours after an earthquake.
Consistent with the Guidance, the Equipment Selection Personnel (see Section 4.2) identified SSCs that could cause the SFP to drain rapidly by first reviewing the SFP documentation to identify penetrations below about 10 ft above the top of the fuel assemblies.
This review assessed the hydraulic lines and connected equipment of each such penetration for potentially seismically-induced failure modes that could lead to rapid drain down. The list of SSCs that could cause rapid drain-down is presented as Table 4 in Attachment B which includes the specific basis for determining which SSCs could or could not cause rapid drain-down.
The rapid drain-down list has a total of 2 items.6.2.3 SWEL 2 Based on Figure 1-2 and Section 3.0 of the Guidance, SWEL 2 is a broad population of items on Base List 2 including representative items from some of the variations within each of four sample selection attributes (using sample process similar to SWEL 1), plus each item that could potentially cause rapid-drain down of the SFP. Due to the population of items on Base List 2 being much smaller than Base List 1, the sampling attributes are satisfied differently for SWEL 2 than for SWEL 1. The following paragraphs describe how the equipment selected from Base List 2 for inclusion on SWEL 2 are representative with respect to each of the four sample selection attributes.
SWEL 2 is presented as Table 5 in Attachment B, and has 9 total items; of these, 9 items are selected from Base List 2, and 0 are from the rapid drain-down list because these items fall into one of the following categories:
Routinely disassembled, inspected and reassembled every refueling outage and excluded per FAQ 3.17 of Reference 2 Routinely inspected every refueling outage and excluded per FAQ 3.16 of Reference 2 
.En inivaring Rcpt rt No. II" II- ( ()039 Rev. I l',wc '3 of"39 Not accessible (in Spent Fuel Pool) and additionally are in the category of piping, not equipment or component.
Variety of Types of Systems There are 4 systems associated with SFP cooling. The four systems are defined as cooling, purification, structure and overhead items which could potentially damage the pool components.
Each of these systems with the exception of structure is well-represented on the SWEL2 list. Structure has been eliminated from the SWEL2 list based on routine inspection, accessibility and category (i.e. item is piping, not equipment or component) as identified in Attachment B.Maior New and Replacement Equipment There have been no major new or replacement equipment installations within the past 15 years associated with the SFP. Therefore, this sampling attribute is not applicable.
Variety of Equipment Types There are three different equipment classes represented on Base List 2: 0, 5, and 16.Each of these equipment classes is represented on SWEL 2.Variety of Environments All SFP components are nearby'and are thus located in similar environments.
Therefore, this sampling attribute is not applicable.
6.3 DEFERRED INACCESSIBLE ITEMS on SWEL The intent of adding each item on the SWEL is for it to be walked down as part of the NTTF 2.3 Seismic Walkdown program. To be able to perform the seismic walkdowns of these items, it is necessary to have access to them and to be able to view their anchorage.
In some cases, it was not feasible to gain access to the equipment or view its anchorage because Indian Point Energy Center, Unit 3 was at power during the majority of the 180-day response period of Enclosure 3 to the 50.54(f) Letter. For these cases, walkdowns of these items were deferred until the next refueling outage (RFO) in March of 2013 with an updated R submittal report incorporating these deferred walkdowns to be provided in June of 2013. Ri Deferred items are summarized in the table below. The reason for deferral is identified as either ACC (indicating that the item is inaccessible while the plant is at power) or CAB (indicating that the item requires opening cabinet/panel doors which was not permitted by plant Operations personnel during the walkdown period, due to being energized or otherwise).
A total of 33 items are deferred; of these, 14 are in inaccessible areas, and 20 are cabinets/panels required to be opened. Of the above, one deferred item is both inaccessible and requires to be opened.
gincering Repon Mi.Fn t;tI:P-RI 94) 120039 Rev'. I P'age 24 of439 SWEL# Equipment ID Description Location Reason SWELl-007 34MCC Turbine Generator Building Motor Control TB EL. 15'-0" CAB Center 34 SWELl-008 31 MCC Intake Structure MCC IS EL. 15'-0" CAB SWELl-009 36BMCC PAB Motor Control Center 36B PA EL. 55'-0" CAB SWELl-010 38MCC Containment Motor Control Center 38 VC EL. 68'-0" ACC CAB SWELl-01t 37MCC Primary Aux Building MCC PA EL. 55'-0" CAB SWELl-012 39MCC Control Building Motor Control Center 39 CB EL. 33'-0" CAB SWELl-013 36CMCC PAB Motor Control Center 36C CB EL. 15'-0" CAB SWELl-014 SWGR 31 408VAC SWGR 31 (Bus 2A & 5A) CB EL. 15'-0" CAB SWELl-015 SWGR 32 480VAC SWGR 32 (Bus 3A & 6A) CB EL. 15'-0" CAB SWELl-016 52/RTB & 52/RTA RX Trip Switchgear RTA, RTB CB EL. 33'-0" CAB SWEL 1-033 32 Recirc Pump 32 Recirc Pump VC EL. 68'-0" ACC SWEL 1-049 CRF1 Containment Recirc Fan 31 VC EL. 68-0" ACC SWELl-050 CRF2 Containment Recirc Fan 32 VC EL. 68'-0" ACC SWELl-051 CRF3 Containment Recirc Fan 33 VC EL. 68'-0" ACC SWELl-052 CRF4 Containment Recirc Fan 34 VC EL. 68'-0" ACC SWELl -053 CRF5 Containment Recirc Fan 35 VC EL. 68'-0" ACC SWELl -061 31 B Single Phase 118V AC Instrument Bus 31 CB EL. 53'-0" CAB Channel II SWELl -062 32DP 125VDC Distribution Panel 32 CB EL. 53'-0" CAB SWELl -063 32PP 125VDC Power Panel 32 CB EL. 33'-0" CAB SWELl-064 31PP 125VDC Power Panel 31 CB EL. 33'-0" CAB SWELl-071 BATT CHGR 33 Battery Charger CB EL. 15'-0" CAB SWELl-072 BATT CHRG 34 Battery Charger CB EL. 33'-0" CAB SWELl-073 31 INVERTER Static Inverter 31 CB EL. 33'-0" CAB SWELl-074 32 INVERTER Static Inverter 32 CB EL. 33'-0" CAB SWELl-075 33 INVERTER Static Inverter 33 CB EL. 33'-0" CAB SWELl-079 RACK#19 , Pressurizer Level Transmitter Cabinet VC EL. 68'-0" ACC Rcv. I Pai-c ?5 1)1 39 SWEL# Equipment ID Description Location Reason SWEL1-080 RACK#21 Steam Generators Level Transmitter VC EL. 68'-0" ACC SWELl-082 RackU4A SG #31 & #32 Main Stm Flow Transmitter N/C EL. 68-0" ACC Rack SWEL 1-083 RACKH4B SG#33 & #34 Main Stm Flow Transmitter V EL. 68-0' ACC Rack SWELl-085 TE-122 Excess Letdown Temp Element VC EL. 68'-0" ACC SWELl-087 PL6 Charging Pumps Speed Control Panel PA EL. 55'-0" CAB SWELl-101 SWELl-102 ACCUM 31 ACCUM 32 31 SIS Accumulator VC EL. 68'-0" ACC+ I.- I-32 SIS Accumulator VC EL. 68'-0" ACC 6.3.1 Eight of the thirty-three SWEL deferred items were walked down pre-outage before March 4, 2013. The reasons are: (1) The item will still be energized during outage and it is less plant risk to open the item for inspection during pre-outage time. (2) The item is out of service for PM or surveillance testing. (3) The item was removed from the'protected" equipment list in the February 2013 time frame, and can be opened by an operator.
These eight items are: SWELl -007, 008, 011, 014 (Bus 2A side), 015, 071, 072 and 087.Twenty-four items were walked down during the refueling outage in March, 2013. Item SWELl -014 was walked down for the Bus 5A side. Item SWEI.1 -009, designated for PAB 36B MCC, was partially walked down for interaction and area walked-by in October of 2012 because it was energized at the time. For the anchorage verification and internal inspection, 36A MCC (train A) was substituted for 36B (train B) because the components have similar safety functions and the risk to the plant during the refueling outage time is less.R1 In;ginee.
ing Rel)pi N.. IF'-RI l- 122-0)0(039 Rev. I Page 26 of 39 7.0 SEISMIC WALKDOWNS AND AREA WALK-BYS The NTTF 2.3 Seismic Walkdown program, conducted in accordance with the Guidance, involves two primary walkdown activities:
Seismic Walkdowns and Area Walk-Bys.
These activities were conducted at Indian Point Energy Center, Unit 3 by teams of two trained and qualified Seismic Walkdown Engineers (SWEs) (see Section 4.2). Each team included one engineer with at least several years of experience in seismic design and qualification of nuclear power plant SSCs. A total of four individuals forming SWE teams of two or three individuals were used. One of the individuals was a member of the site engineering group.The teams periodically "shuffled" personnel to cross-check consistency between the SWEs and to ensure that lessons learned were being shared. SWE teams were occasionally accompanied into the field by Plant Operations personnel and/or electricians to open R1 cabinets.The seismic walkdowns and area walk-bys were conducted over the course of 3.5 weeks during October of 2012 and the deferred items in February and March of 2013. Each R1 morning, a pre-job brief with all personnel involved was conducted.
This pre-job brief was used to outline the components and areas that would be walked down that day, to ensure consistency between the teams, to reinforce expectations, to identifying potential personnel safety issues specific to that day, and to allow team members to ask questions and share lessons learned in the field. The SWE teams brought cameras, tape measures, flashlights, mirrors and caliper into the field to assist with the seismic walkdowns and area walk-bys.7.1 SEISMIC WALKDOWNS Seismic walkdowns were performed in accordance with Section 4.0 of the Guidance for all items on the SWEL (SWEL 1 plus SWEL 2), except for those determined to be inaccessible and deferred (see Section 6.3). To document the results of the walkdown, a Seismic Walkdown Checklist (SWC) with the same content as that included in Appendix C of the Guidance was created for each item. Additionally, where permitted by Plant Operations and plant procedures, photographs were taken of each item and included on the corresponding SWC.Prior to performance of the walkdowns, documentation packages were developed that contained the pre-filled SWC and other pertinent information including the location drawings, response spectra information, previous IPEEE seismic walkdown documentation, current operability evaluations affecting SWEL items, and anchorage drawings and/or SEWS (SQUG packages) where applicable.
These documentation packages were brought with the SWE teams into the plant during the seismic walkdowns.
I~nginecring Reporl No. IP-RPT- 12-0101039 Rev. I Page 27 of 39 Walkdown inspections focused on anchorages and seismic spatial interactions, but also included inspections for other potentially adverse seismic conditions.
Anchorage, in all cases, was considered to specifically mean anchorage of the component to the structure.
This included anchor bolts to concrete walls or floors, structural bolts to structural steel and welds to structural steel or embedded plates. For welds, the walkdown team looked for cracks and corrosion in the weld and base metal. Other bolts or connections, such as flange bolts on in-line components were not considered as equipment anchorage.
The bolts and connections were evaluated by the SWEs and any potential adverse seismic concerns were documented under "other adverse seismic conditions" rather than under "anchorage".
Thus, components with no attachments to the structure are considered as not having anchorage.
Nevertheless, the attachment of these components to other equipment was evaluated and inspected for potentially adverse seismic conditions.
Cabinets/panels on the SWEL that could be reasonably opened without presenting safety or operational hazards were opened during the walkdown.
This allowed visual observation of internal anchorage to the structure (where present), as well as inspection for "other adverse seismic conditions" related to internal components (if it could be observed without breaking the plane of the equipment opening).
Where opening the cabinet/panel exhibited undue safety or operational hazards, it was considered inaccessible and the completion of the walkdown of that item was deferred to a later time (see Section 6.3). Where opening the cabinet/panel required extensive disassembly (e.g., doors or panels were secured by more than latches, thumbscrews, or similar), justification for how the inspection met the program goal without opening the cabinet/panel was included on the SWC and the walkdown of that item is considered complete.In addition to the general inspection requirements, at least 50% of the SWEL items having anchorage required confirmation that the anchorage configuration was consistent with plant documentation.
Of the 110 SWEL items (SWEL 1 plus SWEL 2), 75 were considered to have anchorage (i.e., removing in-line/line-mounted components).
Of these 75 anchored components, the walkdowns of 56 included anchorage configuration verification, which is greater than 50%. When anchorage configuration verification was conducted, the specific plant documentation used for comparison to the as-found conditions was referenced on the SWC.The SWC for each SWEL item where a seismic walkdown has been initiated is included in Attachment C. SWEL items with "ACC" designation in Section 6.3 are not included in Attachment C of the current revision.
For the combined SWEL 1 and SWEL 2 list, a total of 96 SWCs are attached, 77 with completion status marked "Y" and 19 with completion status marked "U". The designation "Y" indicates that the walkdown is complete and all required information has been collected.
There is no need to revisit the item. The designation "U" I-ngincei'ii Rcpour N',. IP- RPT-1  Rev. I Page 28 of 39 indicates that the SWEL walkdown is incomplete and the item must be revisited to obtain additional information, Thirty three SWCs are fully deferred.
SWCs considered and marked incomplete are those where a walkdown was initiated, but whose completion was ultimately deferred because the cabinet/panel could not be opened during the walkdown period. Therefore, the 59 completed SWCs represent the completed walkdowns of each SWEL item accessible during the walkdown period.7.1.1 The SWCs for the 33 deferred SWEL items that were walked down in February to March of 2013 are included in Attachment J. Of these 33 items, 19 SWCs with "U" R1 status were changed to "Y" status after the 2013 walkdowns.
Including the 77 SWCs walked down in October of 2012, a total of 110 SWEL items were completed with "Y" status.7.2 AREA WALK-BYS Seismic area walk-bys were performed in accordance with Section 4.0 of the Guidance for all plant areas containing items on the SWEL (SWEL 1 plus SWEL 2); except for those SWEL items located in plant areas inaccessible during the walkdown period (see Section 6.3). Area walk-bys were not deferred where components were deferred simply to open cabinets/panels.
A separate Area Walk-By Checklist (AWC) with the same content as that included in Appendix C of the Guidance was used to document the results of each area walk-by performed.
Photographs were taken of each area (when permitted), and included on the corresponding SWC.Area walk-bys were conducted once for plant areas containing more than one SWEL item. In cases where the room or area containing a component was very large, the extent of the area encompassed by the area walk-by was limited to a radius of approximately 35 ft around the subject equipment.
The extent of the areas included in the area walk-bys is described on the AWC for that area. Because certain areas contained more than one SWEL item, there are fewer total area walk-bys conducted than seismic walkdowns.
A total of 43 area walk-bys was necessary to cover all plant areas containing at least one accessible SWEL item.The AWC for each area walk-by completed is included in Attachment D. A total of 43 AWCs are attached, which represent all of the areas containing a SWEL item that were accessible during the walkdown period. An estimated additional 10 area walk-bys of areas inside containment will be completed together with the deferred walkdowns for those inaccessible items (see Section 6.3).
Ilnginccring Repov' No. II"-RIF<T1I2-O( H 139 RCv. I Page 29 ol 39 7.2.1 There were 13 additional AWCs created for the remaining 33 deferred, inaccessible SWEL items. These new AWCs are included in Attachment K. The total of all the R1 AWCs for all 110 SWEL items is 56.8.0 LICENSING BASIS EVALUATIONS During the course of the seismic walkdowns and area walk-bys, the objective of the SWE teams was to identify existing degraded, non-conforming, or unanalyzed plant conditions with respect to its current seismic licensing basis. This section summarizes the process used to handle conditions identified, what conditions were found, and how they were treated for eventual resolution.
8.1 CONDITON IDENTIFICATION When an unusual condition was observed by a SWE team in the field, the condition was noted on the SWC or AWC form and briefly discussed between the two SWEs to agree upon whether it was a potentially adverse seismic condition.
These initial conclusions were based on conservative engineering judgment and the training required for SWE qualification.
For conditions that were reasonably judged as insignificant to seismic response, the disposition was included on the SWC or AWC form and the appropriate question was marked"Y", indicating that no associated potentially adverse seismic condition was observed.Unusual or uncertain conditions were reported to site personnel for further resolution through the Corrective Action Program (CAP) (see Section 8.4). A total of 46 seismically insignificant conditions were identified.
These conditions were mostly related to housekeeping.
For conditions that were judged as potentially significant to seismic response, the condition was photographed (if permitted), and the appropriate question on the SWC or AWC was marked "N" indicating that a potentially adverse seismic condition was observed.
The condition was then immediately reported to site personnel for further resolution and was documented for reporting in Attachment E. The original walkdown resulted in a total of 89 R1 potentially adverse seismic conditions were identified.
These conditions were related to housekeeping (31), non-conforming anchorage (25), spatial interaction (33), or inadequate line flexibility (0).8.1.1 For the 33 deferred SWELl items SWCs and 13 AWCs, a total of 12 Condition Reports (CR) were written to identify 39 potentially adverse seismic conditions and documented in Attachment L. Out of these 39 conditions, a total of 5 potentially R1 seismically significant conditions and 34 insignificant conditions were identified.
These conditions were related to housekeeping (33), non-conforming anchorage (2), spatial interaction (4), or inadequate line flexibility (0).
E-igincering Report No. IP-RYl- 12-U0U39 Rev. I Page 30 of 39 8.2 CONDITION RESOLUTION Conditions observed during the seismic walkdowns and area walk-bys determined to be potentially adverse seismic conditions are summarized in Attachment E and L, including how R1 each condition has been addressed and its current status. Each potentially adverse seismic condition is addressed either with a Licensing Basis Evaluation (LBE) to determine whether it requires entry into the CAP, or by entering it into the CAP directly.
The decision to conduct a LBE or enter the condition directly into the CAP was made on a case-by-case basis, based on the perceived efficiency of each process for eventual resolution of each specific condition.
Unusual conditions that were not seismically significant were entered into the CAP directly.Further resolution of these conditions is not tracked or reported as part of the NTTF 2.3 Seismic Walkdown program, except by noting the CR numbers generated on the applicable SWCs and AWCs.8.3 LICENSING BASIS EVALUATIONS Potentially adverse seismic conditions identified as part of the NTTF 2.3 Seismic Walkdown program may be evaluated by comparison to the current licensing basis of the plant as it relates to the seismic adequacy of the equipment in question, as is described in Section 5.0 of the Guidance.
If the identified condition is consistent with existing seismic documentation associated with that item, then no further action is required.
If the identified condition cannot easily be shown to be consistent with existing seismic documentation, or no seismic documentation exists, then the condition is entered into the CAP.Of the 89 identified potentially adverse seismic conditions during the original walkdowns, 20 LBEs were performed.
Each LBE performed is documented consistently, and included in Attachment F. The results of these LBEs with respect to the associated potentially adverse seismic conditions are summarized in Attachment E. A total of 8 potentially adverse seismic conditions evaluated using a LBE were dispositioned and required no further action.8.3.1 During the walkdowns for the deferred items, 4 License Basis Evaluations (LBE) were performed for the 39 identified potentially adverse seismic conditions.
Each LBE performed is documented and included in Attachment M. The results of these LBEs R1 with respect to the associated potentially adverse seismic conditions are summarized in Attachment L. A total of 4 out of 5 more significant adverse seismic conditions were disposition using a LBE and 3 required no further action.8.4 CORRECTIVE ACTION PROGRAM ENTRIES IiEnginccri ng RCer)t Nt,. IP-RI.T- 12-(0003 Rev. I Pae 3 1 u'39 Conditions identified during the seismic walkdowns and area walk-bys that required further resolution were entered into the plant's CAP. These were reviewed in accordance with the plant's existing processes and procedures for an eventual disposition.
Conditions entered into the CAP included three types of unusual conditions identified:
* Seismically insignificant unusual conditions
* Potentially adverse seismic condition that does not pass a LBE* Potentially adverse seismic condition that bypasses a LBE A total of 40 Condition Reports (CRs) were generated from the CAP as a result of the original NTTF 2.3 Seismic Walkdown program. Of these, 12 CRs were generated to R1 hold License Basis Evaluations.
Several of the CRs addressed similar conditions at a variety of locations or addressed multiple conditions at a single location.
For this reason, some CRs addressed both insignificant seismic issues and potentially adverse seismic conditions.
Of the 40 CRs noted above, 9 were exclusively for seismically insignificant unusual conditions, 13 contained both seismically insignificant and potentially adverse seismic conditions and 18 CRs were related exclusively to potentially adverse seismic conditions.
The CR numbers, current status, and resolution (where applicable and available) are summarized for these potentially adverse seismic conditions in Attachment E.8.4.1 A total of 12 Condition Reports (CRs) were generated and entered into the CAP as a result of walk downs performed in February and March of 2013. Of these, 2 CRs were generated and required License Basis Evaluations.
Of the 12 CRs noted above, 8 were exclusively for seismically insignificant unusual conditions and 4 CRs were related exclusively for potentially adverse seismic conditions.
The CR numbers, current status, and resolution (where applicable and R1 available) are summarized for these potentially adverse seismic conditions in Attachment L.During the 2012 walkdown, the unrestraint fluorescent light tubes were identified as a potentially adverse seismic condition.
Upon numerous discussions by the plants within the industry and Entergy fleet, it was decided that the unrestraint tubes are not potentially adverse seismic ally. The reason is that the light tube is soft, brittle and the mass is small when compared to the various targets. The impact created by the low kinetic energy of the tube will be insignificant and will create no significant affect to the target. This is consistent with the EPRI benchmarking documents.
I_-'inecrirng IlRej 'l NM i. l- 002- 0( )39 Rev. I Page 32 of 39 8.5 PLANT CHANGES The CAP entries (CRs) generated by the NTTF 2.3 Seismic Walkdown program are being resolved in accordance with the plant CAP process, including operability evaluations, extent of condition evaluations, and root cause analysis (where applicable).
Initial evaluations indicate that no immediate plant changes are necessary.
Final and complete resolutions of the CRs for seismically insignificant unusual conditions and potentially adverse seismic conditions will determine if future modifications to the plant are required.
While no immediate plant modifications have been identified as a result of the seismic walkdowns and walk-bys, various cases were found where repairs are required or housekeeping issues are being addressed.
Current status and resolutions (where applicable and available) for CRs related to potentially adverse seismic conditions are provided in Attachment E.8.5.1 While no immediate plant modifications have been identified as a result of the deferred seismic walkdowns and walk-bys, one CR required remediation and 8 others involving housekeeping issues had to be addressed.
Current status and resolutions for CRs R1 related to potentially adverse seismic conditions are provided in Attachment L.9.0 PEER REVIEW 9.1 PEER REVIEW PROCESS The peer review for the NTTF Recommendation 2.3 Seismic Walkdowns was performed in accordance with Section 6 of the Guidance.
The peer review included an evaluation of the following activities:
* review of the selection of the structures, systems, and components, (SSCs) that are included in the Seismic Walkdown Equipment List (SWEL);* review of a sample of the checklists prepared for the Seismic Walkdowns and area walk-bys;* review of licensing basis evaluations and decisions for entering the potentially adverse conditions in to the plant's Corrective Action Plan (CAP); and* review of the final submittal report.At least two members of the peer review team (see Section 4.2) were involved in the peer review of each activity, the team member with the most relevant knowledge and experience taking the lead for that particular activity.
A designated overall Peer Review Team Leader provided oversight related to the process and technical aspects of the peer review, paying special attention to the interface between peer review activities involving different members of the peer review team.
1nggiicic rihg Rcpo. l No .I. PR y'- 12-00()039 Rev. I Pi:tg 33 ol"39 9.2 PEER REVIEW RESULTS 

==SUMMARY==
The following sections summarize the process and results of each peer review activity.9.2.1 Seismic Walkdown Equipment List Development The peer review of SWEL follows Section 3.0 of the EPRI guidance.Since periodic inspections of Seismic Class I (SC-I) structures are routinely performed to monitor and control their structural degradation, SC-I structures were excluded from the equipment list; for similar reasons, SC-I piping and containment penetrations were also excluded.Review of the SWEL confirms that various classes of equipment, as identified under the IPEEE Safe Shutdown Equipment List (SSEL) were considered.
The classes, ranging from 0 to 21, are summarized in Appendix B of the EPRI guidance.
Base List 1 included approximately 1000 components.
From these, 101 components, representing a variety of process systems such as Chemical and Volume Control, High/Low Pressure Recirculation/Injection, Auxiliary Feedwater, Emergency Boration, Residual Heat Removal, and others, were selected.
Each component was screened in accordance with the EPRI guidance (screens 1 thru 4) to ensure that it satisfied at least one of the five safety functions:
1 ) Reactor Reactivity Control 2) Reactor Coolant Pressure Control 3) Reactor Coolant Inventory Control 4) Decay Heat Removal 5) Containment Integrity In addition, a variety of environmental conditions (high/low temperature, humidity;indoor versus outdoor, boration system), whether the item was a major new or replacement equipment since IPEEE implementation, whether the item was previously identified as a IPEEE vulnerability, and whether the item's failure would constitute a severe and immediate threat to safe operation of the plant (high risk), were considered during the final selection for SWEL-1.There were thirteen Spent Fuel Pool related components, as shown in Attachment B, Table 3, and two Rapid-Draw-Down related components, as shown in Attachment B, Table 4, selected for Base 2 List. The Rapid-Draw-Down components were excluded from further consideration because Fuel Transfer Tube Blind Flange (IP3) and Fuel I-n'g'iecring Reptirl Ni,. I.P-RP'I-1"21()1 9 Rev. I IPage 34 i d'39 Transfer Canal Weir Gate (IP3) are routinely inspected at every refueling.
A variety of environments and equipment classes were then consideredcl, and the final SWEL-2, consisting of nine items, was formed.The comments made by the reviewers of the SWEL were mostly editorial; others were made to request clarification 
("Are the 50% anchorage verification items indicated on the SWEL?" The answer was "Yes"). One reviewer asked why the IPEEE vulnerability identified on the Base List 1 was not reflected on the SWEL. The answer was that the item was actually on the SWEL, but the reviewer could not find it because of a missing check mark.In essence, this Peer Review of the SWEL confirms that preparation of the SWEL was conducted with extreme care, paying particular attention to the sampling process, to assure that a variety of systems, components, environments and risk insights associated with safe operation of the plant, have been implemented.
The peer review checklist of the SWEL is provided in Attachment G.9.2.2 Seismic Walkdowns and Area Walk-Bys Peer review of the seismic walkdowns and area walk-bys was conducted by two peer reviewers, each of whom is a qualified SWE and has broad knowledge of seismic engineering applied to nuclear power plants. One of the peer reviewers participated in the seismic walkdown program for a different utility, and the other is engaged with the industry team which developed the Guidance (see Section 4.1). The peer reviews were conducted at the Indian Point Energy Center, Unit 3, concurrent with the conduct of walkdowns, at approximately 50% completion.
The peer review was performed as follows: The peer review team reviewed the walkdown packages (including checklists, photos, drawings, etc.) for SWEL items already completed to ensure that the checklists were completed in accordance with the Guidance.
A total of 20 SWC and 5 AWC forms were reviewed, each representing approximately 20% of their respective totals. In the context of the Guidance, the peer review team considered the number of walkdown packages reviewed to be appropriate.
The packages reviewed represent a variety of equipment types in various plant areas. Specific SWC forms reviewed are SWEI1-005, SWEI1-006, SWELl-007, SWEL1-008, SWEL1-013, SWEL1-016, SWEL1-017, SWEL1-018, SWEL1-019, SWEI1-0020, SWEL1-022, SWEI1-030, SWEL1-031, SWELl-034, SWEL1-035, SWEL1-040, SWEL1-048, SWEL1-054, SWEI1-055, and SWELI-056.
Specific AWC forms reviewed are AWC-001, AWC-003, AWC-007, AWC-008, and AWC-012.
I-inifccring kcporu No. IP-RIP'I-12-0)(39 Rev. I35 of 39* While reviewing the walkdown packages, the peer reviewers conducted informal interviews of the SWEs and asked clarifying questions to verify that they were conducting walkdowns and area walk-bys in accordance with the Guidance.* The peer review team held a meeting with the SWE teams to provide feedback on the walkdown and walk-by packages reviewed and the informal interviews, and discuss potential modifications to the documentation packages in the context of the Guidance.* Each peer reviewer accompanied each SWE team into the field and observed them perform a walkdown of a SWEL component and its associated area walk-by. During these observations, the peer reviewers asked clarifying questions to verify the walkdown and walk-by process being followed was in accordance with the Guidance.
The items walked down under the observation of a peer reviewer are SWELl-048 and SWEL1-035.
The associated area walk-by performed under the observation of a peer reviewer is AWC-0 13.* The peer review team held a meeting with the SWE teams to provide feedback on the walkdown and walk-by observations, and discuss how lessons learned from review of the walkdown packages had been incorporated into the walkdown process.As a result of the peer review activities, the SWE teams modified their documentation process to include additional clarifying details, particularly related to checklist questions marked "N/A" and where conditions were observed but judged as insignificant.
The peer review team felt these modifications would be of benefit for future reviews of checklists incorporated into the final report. These modifications were recommended following review of the walkdown and area walk-by packages, and the observation walkdowns and area walk-bys demonstrated that the SWEs understood the recommendations and were incorporating them into the walkdown and area walk-by process. Previously completed checklists were revised to reflect lessons learned from the peer review process.Based on completion of the walkdown and walk-by peer review activities described, the peer review team concludes that the SWE teams are familiar with and followed the process for conducting seismic walkdowns and area walk-bys in accordance with the Guidance.
The SWE teams adequately demonstrated their ability to identify potentially adverse seismic conditions such as adverse anchorage, adverse spatial interaction, and other adverse conditions related to anchorage, and perform anchorage configuration verifications, where applicable.
The SWEs also demonstrated the ability to identify seismically-induced flooding interactions and seismically-induced fire Inginecing m ,Report Nc. II'-I(,PT-1 2- .1U319 IRev. I Pa'ge. ';0 i4 39)interactions such as the examples described in Section 4.0 of the Guidance.
The SWEs demonstrated appropriate use of self-checks and peer checks. They discussed their observations with questioning attitude, and documented the results of the seismic walkdowns and area walk-bys on appropriate checklists.
9.2.2.1 For the deferred SWEL items walked down in the pre-outage and 3R17 time frame, the peer reviewer accompanied the SWE team into the field, observed the walk down of the SWEL components, and their associated area walk-byes.
One AWC and 6 SWELl components were walked down and documented forms were reviewed.Approximately 18% of the total deferred items were peer reviewed.
Peer reviewer ensured the inspections were performed in accordance with the procedure and EPRI Guidance.Specific SWC forms reviewed are SWELl-009, SWELl-014, SWELl-016, SWELl-071, SWELl -075, SWELl -087. Specific AWC form reviewed is AWC-044.9.2.3 Licensing Basis Evaluations A peer review was completed of the licensing basis evaluations provided in Attachment F and the corresponding summary sheet provided in Attachment E. The majority of the licensing basis evaluations provided immediate resolution to operability concerns of the potentially adverse conditions identified by the walkdown personnel.
Within these licensing basis evaluations, CRs were generated for maintenance issues to replace missing bolts, nuts or remove items for housekeeping issues, or to provide further, detailed resolution of the potentially adverse seismic condition.
The remaining licensing basis evaluations were created to document potentially adverse seismic conditions that were immediately entered into the CAP for detailed evaluation and investigation.
The peer review of these LBEs ensured that all the information provided from the walkdown team to the licensing basis evaluation team member provided enough detail for accurate and timely resolution.
9.2.3.1 For the deferred SWEL items walked down in the pre-outage and 3R17 time frame, a peer review was completed of the licensing basis evaluations (LBEs) provided in R1 Attachment M and the corresponding summary sheet provided in Attachment L. A total of four LBEs were generated and were all peer reviewed.9.2.4 Submittal Report The peer reviewer was provided with an early draft of this submittal report for peer review. The peer reviewer verified that the submittal report met the objectives and requirements of Enclosure 3 to the 50.54(f) Letter, and documented the NTTF 2.3 Seismic Walkdown program performed in accordance with the Guidance.
The peer FIliM ccrln, Rcpi rl 2-f ) 39 RCv. I Page 37 of 39 reviewer provided the results of review activities to the SWE team for consideration.
The SWE team satisfactorily addressed all peer review comments in the final version of the submittal report. The signature of the Peer Review Team Leader provides documentation that all elements of the peer review as described in Section 6.0 of the Guidance were completed.
I.tni-m ccring Repo N o. II-3 'Yl'- 2 -<1(113)Rev. I Page 3X A' 39 

==10.0 REFERENCES==
: 1. 1 OCFR50.54(f)
Letter, Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(f) Regarding Recommendations 2.1, 2.3 and 9.3 of the Near-Term Task Force Review of Insights from the Fukushima Dai-Ichi Accident, dated March 12, 2012 2. EPRI 1025286, Seismic Walkdown Guidance for Resolution of Fukushima Near-Term Task Force Recommendation 2.3: Seismic, June 2012 3. Indian Point 3 UFSAR Revision 04, 2011 4. Generic Letter No. 88-20, Supplement 4, Individual Plant Examination of External Events (IPEEE) for Severe Accident Vulnerabilities
: 5. Indian Point Three Nuclear Power Plant, Seismic Individual Plant Examination of External Events (IPEEE), IP3-RPT-UNSPEC-02182, September 1997 6. Generic Letter No. 87-03, Verification of Seismic Adequacy of Mechanical and Electrical Equipment in Operating Reactors, Unresolved Safety Issue (USI) A-46 7. Seismic Qualification Utility Group (SQUG) Procedure:
Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment, Revision 3A, December 2001 8. EPRI NP-5228-SL, Revision 1, Sesimic Verification of Nuclear Plant Equipment Anchorage 9. IP3-DBD-321, Revision 4, Entergy Nuclear Northeast Indian Point Unit. No. 3 Design Basis Document for Fire Protection System 10. EN-DC-168, Rev. 0, Entergy Fukushima Near-Term Task Force Recommendation 2.3 Seismic Walk-down Procedure 11. EPRI 1018352, Benchmarking for Seismic Housekeeping at Nuclear Power Plants, R1 Compilation of Industry Practices, 1018352, December 2008 1 17-nt.g e ing l No, IP-R.T- 12-0003.)Rev. I;kg 9 (d 39)11.0 ATTACHMENTS ATTACHMENT A -IPEEE VULNERABILTIES TABLE ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS ATTACHMENT C -SEISMIC WALKDOWN CHECKLISTS (SWCs)ATTACHMENT D -AREA WALK-BY CHECKLISTS (AWCs)ATTACHMENT E -POTENTIALLY ADVERSE SEISMIC CONDITIONS ATTACHMENT F -LICENSING BASIS EVALUATION FORMS ATTACHMENT G -PEER REVIEW CHECKLIST FOR SWEL ATTACHMENT H -REVIEW COMMENTS AND RESOLUTIONS FORM ATTACHMENT I -SEISMIC WALKDOWN ENGINEER TRAINING CERTIFICATES ATTACHMENT J -DEFERRED SEISMIC WALKDOWN CHECKLISTS (SWCs)ATTACHMENT K -DEFERRED AREA WALK-BY CHECKLISTS (AWCs) R1 ATTACHMENT L -DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS ATTACHMENT M -DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Rcport No. Il'-RPT-12-00039 Rev. 0 ATTACHMENT A -IPEEE VULNERABILTIES TABLE PagecA-I of I* .'EEE'VULNERABILITY. 
:'OMMITMET" , RES0UT ION'. CMP ;'RESOLVED V-01 Another seismic deficiency has already been addressed by a A proposed permanent modification to install a GA category I, Our review established that the modification was installed at IP3 and Y Y temporary modification that prevents a seismic event inducing the seismic class I, actuation permissive auxiliary control panel for C02 the newly installed C02 Fire Suppression Systems IA, 1B, 1C for spurious operation of the EDG room C02 system and subsequent discharge into the EDG building is now under evaluation.
Diesel Generator Rooms 31, 32, and 33, respectively, are described shutdown of the EDG ventilation system. under Section 3.29.2. Pages 3-48 through 3-51 of IP3-DBD-321, Rev. 4,&4-0 ji&#xfd;'Prenarad hib,: lrnncis MIIti Date: I I / fl-Engineertg Report No. IP-RPT-12-00039 Rev. 0 Pace B-I of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Table 1 Base List 1 SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fmle Safely Functions Acrem Types ?fEqudpmet CURRENT ORIGINAL SSEL Env[irnment UNIT IEPR1,EqoIeteFC*as)
EQUIPMENT 10 EUap tD SSEL EQIPMENT DESCISPTION UndIDgo MaSntaies Rt Deflyet Soberl .Roo ar teastrert of h Rest Pressure In 4enbory 1 Confljgsteon e ISu Saety Temlp I toiagle Centoel Control Control Heat tnipoctbts Focitonts Otad, imtldy Aystan (110) TIN)3 00- Other MSA5-1 MS5-1S STEAM GEN 31 SAFETY YES NO YES YES No X 3 00 -Other MS-45-2 MS-45-2 STEAM GEN 32 SAFETY YES NO YES YES I T/H No X 3 CO -Other MS-AS-3 MS-45-3 STEAM GEN 33 SAFETY YES NO YES YES I T/H No X 3 S O -Other MS-45-4 MS-45A STEAM GEN 34 SAFETY YES NO YES YES I T/H No X 3 00 -Other MS-46-1 MS-4A-1 STEAM GEN 31 SAFETY YES NO YES YES I T/H No X 3 C0 -Other MS-A6-2 MS&#xfd;6-2 STEAM GEN 32 SAFETY YES NO YES YES I T/H No X 3 00 -Other MS-46-3 MS46-3 STEAM GEN 33 SAFETY YES NO YES YES I TIH No X 3 0O -Other MS-4A-4 MS46-4 STEAM GEN 34 SAFETY YES NO YES YES I T/H No X 3 00 -Other MS 47-1 MS-47-1 STEAM GEN 31 SAFETY YES NO YES YES I T/5 No X 3 00 -Other MSAT-2 MS-47-2 STEAM GEN 32 SAFETY YES NO YES YES I TIH No X 3 00 -Other MS-4T-3 MS-47-3 STEAM GEN 33 SAFETY YES NO YES YES I T/H No X 3 00 -Other MS-AT-4 MS-7T STEAM GEN 34 SAFETY YES NO YES YES I T/H No X 3 S 0 -Other MS-A1-1 MS-48-1 STEAM GEN 31 SAFETY YES NO YES YES I T/H No X 3 00 -Other MS-AS-2 MS-48-2 STEAM GEN 32 SAFETY YES NO YES YES I TIH No x 3 SO -Other MS,18-3 MS-48-3 STEAM GEN 33 SAFETY YES NO YES YES I T/H i.No X 3 00 -Other MS-48-4 MS48-4 STEAM GEN 34 SAFETY YES NO YES YES I T/m No X 3 00 -Other MS-49-t MS49-1 STEAM GEN 31 SAFETY YES NO YES YES I TOH No X 3 00 -Other MS-49-2 MS-49-2 STEAM GEN 32 SAFETY YES NO YES YES I T/N No X 3 00 -Other MS4S9-3 MS-A9-3 STEAM GEN 33 SAFETY YES NO YES YES I TM- No X 3 55 -Other MS-49-4 MS-49-4 STEAM GEN 34 SAFETY YES NO YES YES I T/H No X 3 00 -Other SWP31-STRNR-Auto 31 SWFP stranrer YES NO YES NO I H No X 3 O -Other SWP32-STRNR-Auto 32 SWP strarnrer YES NO YES NO I H No X 3 00 -Other SWP33-STRNR-Auto 33 SWP stroareer YES NO YES NO I H No X 3 SO -Other SWP34-STRNR-Auto 34 SWP straeier YES NO YES NO I H No X 3 00 -Other SWP35-STRPJR-Auto 35 SWP strAinier YES NO YES NO I H No X 3 00 -Other SWY36-STRNR-Aeto 36 SWP strainier YES NO YES NO I H No x 3 01 -Motor Control Ceorers 31MCC 31MCC INTAKE STRUCTURE MOTOR CONTROL CENTER 31 YES NO YES NO I H No X 3 01 -Motor Control Centers 32MCC 32MCC TURBINE-GENERATOR BUILDING MOTOR CONTROL CENTER 32 YES NO YES NO I No No X X X X X 3 01 -Motor Control Centers 33MCC 33MCC TURBINE GENERATOR BURILDING MOTOR CONTROL CENTER 33 YES NO YES NO I No No X X X X X 3 01 -Motor Control Centers 34MCC 34MCC TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 YES NO YES NO I No No X X X X X 3 0t -Motor Control Centers 3SAMCC SRAMCC FAB MOTOR CONTROL CENTER 36A YES NO YES NO I No No x X X X x 3 01 -Motor Control Centers 36BMCC 36BMCC PAR MOTOR CONTROL CENTER 36B YES NO YES NO I No No X X X X X 3 01 -Motor Control Cenrers 36CMCC 36CMCC PAB MOTOR CONTROL CENTER 36C YES NO YES NO I No No X X X X x 3 01 -Motor ContrSl Centers 37MCC 37MCC PRIMARY YES NO YES NO I No So X X X X 3 01 -Motor Control Centers 38MCC 38MCC CONTAIJMENT MOTOR CONTROL CENTER 38 YES NO YES YES I No No X X X X Encoieerino Report No IP-RPT-12-00039 Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-2 of 36 TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fine Safelty Functions Acorm Trypof Eqdipoennt Cu..ETORGNLSEEniomt UNIT (EPIfEquip E PMNT ORII pNAL SARA SEL EQUIPMENT DESCRIPTION Undergo Maintains at EnDoinmnent UNI (lar Equimen Cirs EQIMN 1 QII Reactivty Pressure Inventory wI E N E.. Sl Wole Regular W e o RpWlced IPEEE Inaie High Resort HPsr Containment I CoinNrllon the Tenpi Botated Control Control Control Reovoal espelons Functions acid Humidity System (110) ITIS 3 01 -Motor Control Centers 3gMCC 39MCC CONTROL BUILDING MOTOR CONTROL CENTER 39 YES NO YES NO I No No X X X X X 3 02 -Low Voltage Swichgear SWGR31 480VAC SWGR 31 (BUS 2A AND BUS 5A) YES NO YES YES I No No X 0 B X X 3 02 -L Voltage Swetchgear SWGR32 480VAC SWGR 32 (BUS 3A & BUS 6A) YES NO YES YES I No No X X X X X 3 02 -Low Voltage Swtchgear BUS2A BUS2A BUS 2A 480V YES NO YES NO I No No X X X I X 3 02 -Low Voltage Swrtchgean BUS3A BUS3A BUS 3A 480V YES NO YES NO I No No X X X 0 X 3 02 -Lw Voltage Swmtchgear BUS5A BUS5 BUS 5A 480V YES NO YES NO I No No X X x X x 3 02 -Low Voltage SootcOgear BUSSA BUSSA BUS 6A 480V YES NO YES NO I No No X X X X X 3 02 -Low Voltage Swtchgear 52tRTB & 52/RTA RX TRIP SVATCHGEAR RTA. RTA YES NO YES NO I No No X X X X X 3 04 -Transformers 31IB-31 31IB-31 MAIN FEED FROM 31 INVERTER OR MCC-34 YES NO YES NO I No No X X X X X 3 04- Transformers 321B-31 321B-31 MAIN FEED FROM 32 INVERTER OR MCC-33 YES NO YES NO I No No X X X X X 3 04 -Transformers 331B-31 331B-31 MAIN FEED FROM 33 INVERTER OR MCC-39 YES 1N0 YES NO I No No X X X X X 3 04 -Transformers 341B-31 341B-31 MAIN FEED FROM 34 INVERTER (BACKUP-MCC-365)
YES NO YES N" I N~o No x X X X X 3 04 -Transformers 3406-32 340-32 ALTERNATE FEED FROM MCC-36C YES NO YES N.O I No No X X X X X 3 04 -Transformers BF8 120/120 VAC SOLATRON TRANSFORMER 
#32 YES NO YES YES I No No X X X X X 3 04 -Transformers 480V BUS 2A PT 4800 BUS 2A POTENTIAL TRANSFORMER YES NO YES YES I No No X X X X X 3 04 -Transformers 480V BUS 3A PT 400V BUS 3A POTENTIAL TRANSFORMER YES NO YES YES I No No X X 0 X 3 04 -Transformers 480V BUS 5A PT 480V BUS 5A POTENTIAL TRANSFORMER YES NO YES YES I No No X X X X X 3 04 -Transformers 480V BUS 6A PT 480v BUS 6A POTENTIAL TRANSFORMER YES NO YES YES I No No X X X X X 3 04 -Transformers BC2 4801120 VAC TRANSFORMER e32 (FOR IB-34.34A)
YES NO YES YES I No No x I X X S 3 04 -Transformers B13 480/120 VAC SOLA XFMR (FOR IB-31.31A1 YES NO YES YES I No No B X X I X 3 04 -Transformers B14 480/120 VAC SOLA YFMR (FOR 1B-32.32A)
YES NO YES YES I No No X x X X X 3 04 -Transformers B0J1 4801120 VAC SOLA XFMR (ALT FOR IB-34034A)
YES NO YES YES I No No X X X X X 3 04 -Transformers B1G 01G 4801120 VAC ELGAR TRANSFORMER (FOR IB-33,33A)
YES NO YES NO I No Sn 0 0 5 X 3 04 -Transtoforms SST.2 SST-2 STATION SERVICE TRANSFORMER 2 YES NO YES NO I No In X 5 x X 3 04 Transformers SST.3 SST-3 STATION SERVICE TRANSFORMER 3 YES NO YES NO I SO No X X X X X 3 04 Transformers SST-5 SST-5 STATION SERVICE TRANSFORMER 5 YES NO YES NO I to tN S S S S X 3 04 -Transformers SST-6 SST-6 STATION SERVICE TRANSFORMER 6 YES NO YES NO No No X X X X X 3 04 -Transformers BF4 CURRENT TRANSFORMER ENCLOSURE D G 31 YES NO YES YES I No No X X X X X 3 04 -Transformers BF5 CURRENT TRANSFORMER ENCLOSURE D G 32 YES NO YES YES I No No X x I X X 3 04 -Transformers BFO CURRENT TRANSFORMER ENCLOSURE D G 33 YES NO YES YES I No No X X X X X 3 04 -Transformers BG1 EVA SOLATRON TRANSFORMER 120V1120V YES NO YES YES I No No -0 5 X X 3 04 -TonnWormers 0G2 1KVA SOLATRON TRANSFORMER 120Vl120V YES NO YES YES I No No -0 0 0 X 3 04 -Transformers BG3 IKVA SOLATRON TRANSFORMER 120V/120V YES NO YES YES I No No X X 0 X 3 04 -Transformers BG4 tKVA SOLATRON TRANSFORMER 120W/120V YES NO YES YES I No No X X X X x 3 04 -Transformers 31 BK-UP HTR XFMR PRZR HTR BK UP GROUP 31 TRANSFORMER YES NO YES YES I No No 0 3 04 -Tronsformers 32 BK-UP HTR XFMR PRZR HTR SK UP GROUP 32 TRANSFORMER YES NO YES YES I No No X Engineerinu Report No IP-RPT-1 2-"100i31 Rev. 0 Page B-3 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 FIv Safety Functions Acom Types of Equipme.nt CURRENT ORIEGNAL.SSEL Maintains a Eninrt UIT (EPRI EualptmnrenCass)
EQUIPMENT ID EQUIP ID SSEL EQUIPMENT DESCRIPTON Undergo Mmntata Pet Decay Seismic Regular least one o Replaced IPEE n High ReHcNOIBJ Pressare intoep Heat Containment I Corettoar fire5 Safety Repide TePiEE Bnonded Cotrol control Control Ispections Fuctins Onde Humidity System (IIo1) fITIH)3 04 -Transformers 33 SK-UP HTR XFMR PRZR HTR BK UP GROUP 33 TRANSFORMER YES NO YES YES I No No X 3 05 -Horizontal Pumps 31 ABFP 31 ABPP MOTOR DRIVEN AUV FEEDWATER PUMP NO. 31 YES NO YES NO I No No X 3 05 -Horizontal Pumps 32 ABFP 32 ABFP TURBINE DRIVEN AUX FEEDWATER PUMP NO 32 YES NO YES NO I Nio No X 3 05 -Horizontal Pumps 33 ABFP 33 ABFP MOTOR DRIVEN AUX. FEEDWATER PUMP NO 33 YES NO YES RO I No No X 3 05 -Horizontal Pumps 31 CCW PUMP ACAPCC1 CCW PUMP NO 31 YES NO YES YES I No No x 3 05 -Horizontal Pumps 32 CCW PUMP ACAPCC2 CCW PUMP NO 32 YES NO YES YES I No No X 3 05 -Ho.zon tat Pumps 33 CCW PUMP ACAPCC3 CCW PUMP NO 33 YES NO YES YES I No No x 3 05 -Horizontat Pumps 31 BASTTRANSFE CSAPBA1 BORIC ACID TRANSFER PUMP 31 YES NO YES YES I No B X 3 05 -Horizontal Pumps 31 CHARGING PUM CSAPCH1 NO 31 CHARGING PUMP YES NO YES YES I No B X X 3 05 -Horizontal Pumps 31 SI PUMP 31SISPMP NO. 31 SAFETY .NJECTION PUMP YES NO YES YES I No B X X 3 05 -Hororintal Pumps 32 SI PUMP 32SISPMP NO. 32 SAFETY INJECTION PUMP YES NO YES YES I No S X X 3 05 -Horizontal Pumps 33 S3 PUMP 33SISPMP NO. 33 SAFETY INJECTION PUMP YES NO YES YES I No B X X 3 05 -Honoontal Pumps 32 BAST TRANSFER PUMP CSAPBA2 BORIC ACID TRANSFER PUMP 32 YES NO YES YES I No E X 3 05 -Honzontal Pumps 32 CHARGING PUM CSAPCH2 NO. 32 CHARGING PUMP YES NO YES YES I No B X X 3 U5 -Horzontal Pumps 33 CHARGING PUM CSAPCH3 NO 33 CHARGING PUMP YES NO YES YES I No B X S 3 05 -Horizontal Pumps 31 CSPUMP 31CSPMP NO. 31 Containment SPRAY PUMP YES NO YES YES I No B S S X 3 05. Horizontal Pumps 32 CS PUMP 32CSPMP NO. 32 Containment SPRAY PUMP YES NO YES YES I No B x X X 3 05 -Horizontal Pumps EDG-31-LO-P EDG-31 LO.P DG 31 ENGINE DRIVEN LUBE OIL PUMP YES NO YES NO I No No X X .X 3 05 -Horizontal Pumps EDG-32-LO-P EDG-32-LO-P DG 32 ENGINE DRIVEN LUBE OIL PUMP YES NO YES NO I N. No X X X X X 3 05 -Horizontal Pumps EDG-33-LO-P EDG-33-LO-P DG 33 ENGINE DRIVEN LUBE OIL PUMP YES NO YES NO I No No X X X X X 3 05 -Horizontal Pumps 31 IACC PUMP 0031CLWP 31 I/A CMPR COOLING WTR PMP YES NO YES NO I No No X X X X X 3 05 -Horizontal Pumps 32 IACC PUMP OS32CLWP 32 IIA CMPR CL COOLING WYR PMP YES NO YES NO I No No x X X X X 3 05 -Horizontal Pumps 31 PWST PUMP 31 PWST PUMP PRIMARY YES NO YES NO I No No X 3 05 -Horizontal Pumps 32 PWST PUMP 32 PWST PUMP PRIMARY YES NO YES NO I No No X 3 06 -Vertical Pumps 31 DG FUEL XVER 31 DG FUEL SFER PUMP F 0 TRANSFER PUMP YES NO YES NO 0 H No X X X B X 3 06 -Ve-rial Pumps 32 DG FUEL VFER 32 DG FUEL I/FER PUMP F 0 TRANSFER PUMP YES NO YES NO 0 H No X X X X X 3 06 -Vertical Pumps 33 DG FUEL XFER 33 DG FUEL XFER PUMP F.O TRANSFER PUMP VES NO YES NO 0 H No X x x x X 3 06 -Verrical Pumps 31 RHR PUMP ACAPRH1 31 RHR PUMP YES NO YES NO I No B X x 3 06 -Vertical Pumps 32 RHR PUMP ACAPRH2 32 RHR PUMP YES NO YES NO I No S X X 3 US -Veortal Pumps 31 RECIRC PUMP 31 IR PMP 31 RECIRCULATION PUMP YES NO YES NO I T No X 3 06 -Veirtiat Pumps 32 RECIRC PUMP 32 IR PMP 32 RECIRCULATION PUMP YES NO YES NO I T No X x 3 06 -Veiri.l Pumps 31 SW PUMP 31 SW PUMP SERVICE WATER PUMP NO. 31 YES NO YES YES I H No X X 3 06 -VerrOral Pumps 32 SW PUMP 32 SW PUMP SERVICE WATER PUMP NO 32 YES NO YES YES I H No X X 3 06 -Veiorial Pumps 33 SW PUMP 33 SW PUMP SERVICE WATER PUMP NO. 33 YES NO YES YES I H NO X X 3 06 -Verial Pumps 34 SW PUMP 34 SW PUMP SERVICE WATER PUMP NO. 34 YES NO YES YES I H No X X 3 06 -Verrtial Pumps 35 SW PUMP 35 SW PUMP SERVICE WATER PUMP NO 35 YES NO YES YES I H No U X 3 06 -Vertcal Pumps 3SSW PUMP 36 SW PUMP SERVICE WATER PUMP NO 36 YES NO YES YES I H No X Engineering Report No IP-RPT- 2-00039 Rev. D Page B-4 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fine Safety Functions Acceo Type. of Equlpment CURRENT ORINAL SSEL Emroment UNIT (EPRIE ss) EQfHIfdENT ID E"iP n SSMEL EQUIPMENT DESCRPTION Undergo Maintains at necay S1Seisei Regjilar leastne icdf HiSS Reactivity Pressure Ineetoey Co urtin th Reptaceid IPEEE Coto Cmt Head Ciontainment I
Functions OutseeyTeTny I Sorated Cr5501 Reeoetn (1a0) Humidity System (I0 (TIH)3 07 -Pneumanc Ope, Values BFD-FCV-1121 BFD-FCV-1 121 31AFP RECIRC LINE CTRL VALVE YES NO YES NO I No No x 3 07-Pneumatic Oper Valves 3FD-FCV-1123 BFG-FCV-1123 33AFP RECIRC LINE CTRL VALVE YES NO YES NO I No No X 3 07 -Pneumatc Oper Valves BFD-FCV-405A BFD-FCV-405A NO.32 AFPWP MAN FLOW CTRL TO 31 SG YES NO YES NO I No No X 3 07 -Pneumaou Ope, Valves BFD-FCV-405B BFD.FCV.405B NO 32 AFVP MAN FLOW CTRL TO 32 SG YES NO YES NO I No No X 3 07 -Pneumatc Oper Valves BFD-FCV-405C BFD-FCV.405C NO 32 AFWP MAN FLOW CTRL TO 33 S0 YES NO YES NO I No No X 3 07 -Pneumafc Ope' Valves BFD FCV-405D BFD-PCV-405D NO 32 AFWP MAN FLOW CTRL TO 34 SG YES NO YES NO I No No X 3 07 -Pneumatc Oner Valves BFD-FCV-406A BFD-FCV.406A NO 31 0TH/P MAN FLOW CTRL TO 31 SG YES NO YES NO I No No X 3 07. Pneumanc Ope, Valves BED.FCV-4O6B BFD-FCV-406B NO 31 APWP MAN FLOW CTOL TO 32 SG YES NO YES NO I No No X 3 07 -Pneumatc One, Valves BFD-FCV-4FC nPOPCV-406C NO 33 AFWP MAN FLOW CTRL TO 33 SO YES NO YES NO I ly0 No X 3 07 -Preumabc Ope' Valves BED-FCV-406D BFD-FCV-406D NO 33 AFWP MAN FLOW CTRL TO 34 SG YES NO YES NO I NO No X 3 07 -Pneumatc Ope' Valves BED PCV-1213 BFD-PCV-1213 PRESSURE REGULATING VALVE FOR DISCHARGE OF 32 ABFP YES NO YES NO I No No X 3 07 -Pneumatc Ope' Values CT-PCV-1187 BFD-PCV 1187 AFWP 31 SUCTION STOP VALVE YES NO YES NO I No No X 3 07 -Pneumatic Oper Valves CT-PCV-1 188 BFD-PCV-i 188 AFWP 32 SUCTION STOP VALVE YES NO YES NO I No No X 3 07 -Pneumati Oper Valves CT-PCV-1189 nFD-PCV- It89 AFWP 33 SUCTION STOP VALVE YES NO YES NO I No No X 3 07 -Pneumatc Ope, Valves MS-HCV- 111B HCV-111n 32 AFWP TURB GOVRNER YES NO YES NO I HIT No X 3 07-Pneumavr Oner Valves MS-PCV- 1139 MS-PCV-1139 MAIN STM TO AFW TURBINE PCV YES NO YES YES I HIr NO X 3 07-Pneumatc Ope, Valves MS-PCV-1310A MS-PCV 1310A 32 ABFP STEAM SUPPLY YES NO YES YES I HIT N/o X 3 07 -Pneomatic Oper Valves MS.PCV-1310B MS-PCV-1310B 32 ABFP STEAM SUPPLY YES NO YES YES I H/r No X 3 07 -Pneumatic One, Valves AC-AOV-791 AC-AOV 791 CCWTO EXCESS LETOOWN HTECH ISOLATION YES NO YES NO I No No X 3 07 -Pnaeumatc Ope' Valves AC-AOV-793 AC-AOV-793 CCW FROM EXCESS LETDOWN HTEXCH ISOLATION YES NO YES NO I No No S 3 07 -Pneumatu Ope' Valves AC-AOV-796 AC-AOV 795 CCW FROM EXCESS LETDOWN HTEYCH ISOLATION YES NO YES NO I No No X 3 07 -Pneumatnc Ope' Valves AC-AOV-798 AC-AOV 798 CCW TO EXCESS LETDOWN HTEXCH ISOLATION YES NO YES NO I No No X 3 07 -P-numnoc Oe' Valves AC-TCV-130 TCV-130 NON-REGENERATIVE HTEXCH #31 OUTLET FLOW CONTROL YES NO YES YES I No No X 3 07- Pneumasc Oper Valves CT-LCV-1 158-1 CT-LCV-1158-1 CST TO CONDENSERS LEVEL CONTROL VALVE YES NO YES NO I No No X 3 07 -Pneumatic Ope' Valves CT-LCV-1 158-2 CT-LCV-1 15B-2 CST LO LVL CONTROL VALVE YES NO YES NO I No No X 3 07 -Pneumatc Oper Values CT-PCV-1 187 PCV-1 187 CITY YES NO YES NO I No No X 3 07 -Pneumatic Ope, Valves CT-PCV-11 i8 PCV-1 E88 CITY YES NO YES NO I No No x 3 07 -Pneumaoc Oner Valves CT-PCV- 1189 PCV-1 189 CITY YES NO YES NO I No No X 3 07 -Pneumatic Oper Valves CH-AOV-200A CH-AOV-200A LETDOWN ORIFICE ISO VALVE YES NO YES NO I TIH B X 3 07 -Pneumatic Oper Valves CH-AOV-200B CH-AOV-2008 LETDOWN ORIFICE ISO VLV YES NO YES NO I T/H B X 3 07 -Pneumatic Ope, Valves CH-AOV-200C CH-AOV-200C LETDOWN ORIFtCE ISO VLV YES NO YES NO I T/H B X 3 07 -Pneumatc Oper Valves CH-AOV-201 CH-201 LETON LINE ISO VLV YES NO YES NO I T/H B X 3 07 -Pneumatc Oper Valves CH-AOV-202 CH-202 LETDN LINE 100 VLV YES NO YES NO I T/H S X 3 1 07 -Pneumatc Oper Valves CH-AOV-204A CH-AOV.204A ALT CHG PLOW NO 32 HOT LEG CTRL VLV YES NO YES NO I T/H 5 x 3 07 -Pneumadc Oper Valves CH-AOV-204B CH-AOV-2.13 CHG FLOW NO 31 COLD LEG CTRL VLV YES NO YES NO I 0/H a X 3 07 Pneumaic Oper Valves CH-AOV-212 CH-AOV.212 AUXO SPRAY YES NO YES NO I T/H 0 X 3 07 -Pneumanc Ope, Valves CH-AOV-213A CH-AOV-213A EXCESS LETDOWN CTRL VLV YES NO YES NO I T/H a X Engineering Report No IP-RPT-12-00039 Rev 0 Page B-5 of 36 ATTACHMENT B -SEISMIC WALKIDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safelty Functions Acom Typesof Equipment CURRENT ORIGINAL SELEL Environment UNIT (EPRlEqolQyu nftCIas)s EQUIPMENT 10 IE(91SD SSELUEOUPMENT DESORP1ON U ego Maintains at Seismic Re9ulet leastoo IPEEE High Reacitvity Pressure Inventory lt ne I ConifdtIto SI Tempt sorated Control Control Controln Remntn Inspections Func&ls Outside Humidity System (110) iTIH)3 07 -Pneumatic Oper Valves CH-AOV-213B CH.AOV-213B EYCESS LETDOWN CTRL VLV YES NO YES NO I T/H B X 3 07 -Pneumaoc Doer Valves CH-AOV-215 CH-AOV-215 EXC LETON LINE DIVERSION CTRL VLV YES NO YES NO I T/H B X 3 07 -Pneumatic Doer Valves CH-FCV-110A CH-FCV-110A BORIC ACID FLOW CTRL YES NO YES NO I No B X 3 07 -Pneumatc Oper Valves CH-FCV-110B CH-FCV-11 OB BORIC ACID BLNOR OUTLET YES NO YES NO I No B X 3 07 -Pneumatc Oper Valves CH-FCV- 1lIA CH-FCV-111A PRIMARY YES NO YES NO I No No X 3 07 -Pneumatic Opet Valves CH-FCV- 1 B CH-FCV-11IB BLENDER FLOW TO VCT CTRL VALVE YES NO YES NO F No B X 3 07 -Pneumatic ODer Valves CH-HCV-123 CH-HCV-123 TURBINE DRIVEN AUX FEEDWATER PUMP NO. 32 YES NO YES NO 1 No No X 3 07 -Pneumaoc Oper Valves CH-HCV-133 CH-HCV-133 RHR HTX OUTLET TO CVT.S YES NO YES NO I T/H B X 3 07 -Pneumatic Oper Valves CH-HCV-142 CH-HCV-142 REGEN HX FLOW CTRL YES NO YES NO I No X 3 07- Pnevmaric Oper Valves CH-LCV-1 12A CH.LCV-l 12A MAKE-UP TO VCT 3-WAY YES NO YES NO I No B X 3 07 -Pneumatc Oper Valves CH-LCV-459 CH-LCV-45B LETDOWN CTRL VALVE YES NO YES NO I TIH B S 3 07 -Pneumatic Oper Valves CH-LCV-460 CH-LCV-460 LETDOWN CTRL VALVE YES NO YES NO I TIH B X 3 07 -Pneumasc Oper Valves CH-PCV- 114 CH-PCV- 114 VCT N2 REGULATOR YES NO YES NO I No No X 3 07 -Pneumav c Oper Valves CH-PCV-135 CH-PCV-135 LETDOWN BP CONTROL YES NO YES NO I No B X 3 07 -Pneumatc Oper Valves PCV-113A CH-PCV-113A VCT H2 REGULATOR YES NO YES NO I No No X 3 07 -Pneumatc Oper Valves DF-LCV-1207A DF-LCV- 120TA F.O. DAY YES NO YES NO I No No X X X X X 3 07 -Pneumatic Oper Valves OF-LCV-1207B DF-LCV-1207B F.O. DAY YES NO YES NO 1 No No X X X X X 3 07 -Pneumatc Doer Valves DF-LCV-lOBA SYLCV- 1208A F.O. DAY YES NO YES NO I No No X X X X X 3 07 -Pneumabc Opee Valves DP-LCV-1208B DF-LCV-1208B F 0 DAY YES NO YES NO I No No X X X X X 3 07 -Pneumatic Oper Valves DF-LCV-1209A DF-LCV- 1209A F.D DAY YES NO YES NO I No No X X X X X 3 07 -Pneumatic Oper Valves DF-LCV-1209R DF-LCV-I209B F O DAY YES NO YES NO I No No X X X X X 3 07 -Pneumatic Oper Valves IA-PCV- 1142 PCV-1142 INSTRUMENITAIR EMERGENCY YES NO YES NO I No No X X X X X 3 07 -Pneumatic Oper Valves IA-PCV-122B IA-PCV-1228 INSTRUMENT AIR CONTAINMENT ISOLATION YES NO YES NO I No No X 3 07 -Pneumabc Oper Valves MS-1-31 MS-1-31 SG #31 MAIN STM ISOLATION AIR-OP STOP CHECK YES NO YES NO I I-VT No X 3 07 -Pneumatc Oper Valves MS-1-32 MS-t-32 SG #32 MAIN STM ISOLATION AIR-OP STOP CHECK YES NO YES NO I HIT No X 3 07 -Pneumabc Oper Valves MS-1-33 MS-1-33 SG #33 MAIN STM ISOLATION AIR-OP STOP CHECK YES NO YES NO I HNT No X 3 07 -Pneumatic Oper Valves MS-1-34 MS-1-34 SG #34 MAIN STM ISOLATION -OYP- STOP CHECK YES NO YES NO I HIT No X 3 07 -Pneumatic Oper Varves MS-PCV-1134 PCV-1134 ATM STM RELIEF VALVE 31 SG YES NO YES NO I HIT No X X 3 07-PneumaticOper Valves MS-PCV-1135 PCV-1135 ATM STM RELIEF VALVE 32 SG YES NO YES NO I HIT No X X 3 07 -Pneumatic Oper Valves MS-PCV-1136 PCV-1136 ATM STM RELIEF VALVE 33 0G YES NO YES NO I H/T No x X 3 07 -Pneumabc Oper Valves MS-PCV- 1137 PCV-1137 ATM STM RELIEF VALVE 34 SG YES NO YES NO I HIT No X X 3 07 -Pneumatic Oper Valves rA-PCV-1273 PCV-1273 02 BACKUP SUPPLY YES NO YES REMOVED I No No X X X X X 3 07 -Pneumatic Dyer Valves IA-PCV-1274 PCV-1274 N2 BACKUP SUPPLY YES NO YES REMOVED I No No X X X X X 3 07 -Pneumatic Oper Valves IA-PCV-1275 PCV-1275 N2 BACKUP SUPPLY YES NO YES REMOVED t No No X X S B B 3 07- Pneumatic Oper Valves NNE-PRV-63D0 PRV-6300 N2 TO PORV 456 BEG VALVE YES NO YES NO --lT rvo X x 3 S7 -Pneumatic Ope, Valves NNE-PRV-6301 PRV-6301 N2 TO PORV 455C REG VALVE YES NO YES NO I .IT No X X 3 07 -Pneumatic Oper Valves PCV-1043 PCV-1043 N, SUPPLY YES NO YES NO I No No X X X X 0 Engineerrng Report No IP-RPT-12-0003'1 Rev, 0 Page B-6 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Acca Types ofEquipment CUR8RENT OISGINAkLSSEL EErin.ronoert UNIT (EPR1-Equi'6nant Gass) EQIOPMENT ID EOEUPEQUIPMENT DESCRIPTION UIdergo Maintains at y Decry Seiasc Real Reactivity Pressure In pa leas oa Replaced IPEEE n/de n otto Heat Containment Safty 0.1.do T2eny I 505.l0d Control Control Cot/ot Rmo-ao Inspections Functions Humdty Syste/0 3 07 -Pneurnaic Oper Valves PCV.10d4 PCV-1044 N2 SUPPLY YES NO YES NO I No No X X X X X 3 07 -Pneumanc Oper Valves PCV-1276 PCV-1276 IA-PCV-1276 OUTLET CHECK VALVE YES NO YES YES I No No X X X X X 3 07 -Pneurnauc Oper Valves PCV-4E5A PZR SPRAY YES NO YES YES I HIT B x 3 07 -Pneunatic Oper Valves RC.PCV-455B PCV-a55B PZR SPRAY YES NO YES NO I H/T B X 3 07 -Pneumatnc Oper Valves RC-PCV-455C PCV-455C PRESSURIZER PORV YES NO YES YES I HIT a X X 3 07 S Pneumatic Oper VaNes RC-PCV-456 PCV-5E PRESSURIZER PORV YES NO YES YES I H/T 8 X X 3 07 -Pneurnauc Oper Valves PCV- 1297 32 A/C UNIT CONDENSER YES NO YES REMOVED I No No X X X X x 3 07 -Pneuman c Opel Valves FCV-1176 FCV- 1176 DG COOLER RETURN HEADER FCV YES NO YES YES I No No X X X X X 3 07 Pneumavc Oper Valves FCV- 176A FCV-1 176A D G COOLER RETURN HEADER FCV YES NO YES YES I No No X x X X X 3 07 -Pneuvanlc Opel Valves SWN-PCV-1296 PCV-1296 31 A/C UNIT CONDENSER YES NO YES REMOVED I No No X X X X X 3 07 -Pneumatc OpeD Valves ST TCV-1 103 307-TCV- 1103 CFCU OUTLET CONTROL VLV YES NO YES YES I No No X 3 07 -Pneumatic Opel Valves SWN-TCV-/
104 SWN-TCV-1 104 SVvN.TCV-105 BY YES NO YES NO I No No X 3 07D Pneumabc Oper Valves SEW/-TCV-1I05 SWN-TCV-1 105 CONTAINMENT FCU TEMPERATURE CONTROL VALVE YES NO YES NO I N/ NO X 3 07 Pneumatic Doer Valves SVP-TCV-1113 SVwN-TCV-1113 INST AR CC HX SW OUTLET TCV YES NO YES YES I No No X X X X X 3 07-PneurnatcOpe, Valves TC-1113 SWN-TC-1113 INST AIR CC HX SW OUTLET TC YES NO YES YES I No No X X X X X 3 08 -MOVs and SOVs BFD-SOV-1321 SOV-1321 BFD-FCV- 1121 SOLENOID VALVE YES NO YES NO I No No I X 3 08 -MOVs and SOVs BFD-SOV-1323 SOV-1323 BFD-FCV-/123 SOLENOID VALVE YES NO YES NO I No NO x X 3 08 -MOVs and SOVs AC-FCV-625 AC-FCV-625 RC PUMPS THERMAL BARRIER OUTLET FLOW CONTROL YES NO YES NO I No No X 3 08 -MOVs and SOVs AC-MOV-78&#xfd; AC-784 REACTOR COOLANJT PUMP CCW RETURN LINE FIRST YES NO YES NO I No No CONTAINMENT ISOLATION REACTOR COOLANT PUMP CCW RETURN LINE SECOND YES NO YES NO I 1e No 3 08-MOS and SO~s AC-MOV-786 AC-786 CONTAINMENT ISOLATION 3 08 -MOVs and SOVs AC-MOV-789 AC-789 CC ISOLATION FROM RCP THERMAL BARRIER YES NO YES NO I No No X 3 08 -MOVs and SOVs AC-MOV-797 AC-797 CCW TO RC PUMP ISOLATION YES NO YES NO I N1 NO S 3 08- MOVs and SOVs AC-MOV-822A AC-822A RHR HTEXCH #31 CC DISCHARGE ISOLATION YES NO YES NO I No No X 3 08 -MOVs and SOVs AC-MOV-822B AC-8228 RHR HTEXCH #32 CC DISCHARGE ISOLATION YES NO YES NO I No No X 3 08 -MOVs and SOVs AC SOV-791 SOV-791-1 AC-791 SOLENOID VALVE YES NO YES NO I /No No X 3 08 -MOVs and SOVs AC-SOV-793 SOV-793-1 AC-793 SOLENOID VALVE YES NO YES NO I Nn NO 3 09 -vnd SOS AC-SOV-796 SOV-796-1 AC-796 SOLENOID VALVE YES NO YES NO I NO r-No x 3 08 MOVs and SO s AC-SOV-798 SOV-793- 1 AC-798 SOLENOID VALVE YES NO YES NO I N. No X 3 08 -MOVs and SOVs CT-SOV.1258.1 CT.SOV.1258.1 COND STORAGE TANK TO CONDENSERS CT-LCV- 15. YES NO YES YES I No NO X 8 SOLENOID Y 3 08 MOVs and SOVs CT-SOV-1258-2 CT-SOV-1258-2 COND STORAGE TANK TO CONDENSERS CT-LCV- 1158-2 S N1 YES EE I No /1 5 SOLENOID 3 08 -MOVs and SOVs CT-SOV-1287 CT-SOV-1287 PCV- 1187 SOLENOID VALVE YES NO YES NO I No No x X 3 08 -MOVs and SOVs CT-SOV-1288 CT-SOV-1288 PCV. 1188 SOLENOID VALVE YES NO1 YES NO I No/ No X X 3 08 -MOVs and SOVs CT-SOV-1289 CT-SOV-1289 PCV-1189 SOLENOID VALVE YES NO YES NO I /1. No X X 3 08 -MOVs and SOVs CH FCV-SOV-111B SOV-111B-1 CH-FCV-111B SOLENOID VALVE YES NO YES NO I No No X X 3 08 -MOVsand SOVs CH-HCV-133 AO) SOV-133-/
CH-HCV-133 SOLENOID VALVE YES NO YES NO I No No X1 5 X X Engineering Report No IP-RPT-12-00039 Rev. 0 Pave B-7 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functloins Acchn TypIp of Equipment CURRENT CIRIGNAL SSEL S5EL EOUIPMENT OESCMIP11ON Envionment UNAT EPRf Equipment Clamw) EQUIPMENT ID EQUIPID Undergo Deasy s Regular le R of Raced PEEE High Reativity Penssure ICentary I Configuration the 6Safety Redcd IEE Inldef Temp Inspections Functloms Outse T ynlp Borated Cottbol ConSlyl Costro Removal (1I01 Humidty Systemon 3 08 -MOVs and SOVs CH-LCV-1 12B CHLCV-1 12B RWST TO CHARGING PUMP SUCTION VALVE YES NO YES NO I No B X X 3 08 -MOVs and SOVs CH-LCV-1 12C CH-LCV-1 12C VCT OUTLET ISO VLV YES NO YES NO I No B x X 3 08 -MOVs and SOVs CH-LCV-SOV-112A SOV-112A-1 CH-LCV-112A SOLENOID VALVE YES NO YES NO I No No X X 3 08 -MOVS and SOVS CH-LCV-SOV-459 SOV-459-1 LETDOWN STOP VALVE YES NO YES NO I NO B x 3 08 -MOVs and SOVs CH-LCV-SOV-460 SOV-460-1 CH-LCV-460 SOLENOID VALVE YES NO YES NO I No No X 3 08 -MOVs and SOVs CH-MOV-205 CH-MOV-205 CHARGING FLOW TO RCS ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVs CH-MOV-222 CH-MOV-222 RCP SEAL WTR RETURN ISO VLV YES NO YES NO I No 8 X 3 08- MOVs and SOWs CH-MOV-226 CH-MOV-226 CHARGING LINE CTMT ISO VLV YES NO YES NO I No 8 X X 3 08 -MOVs and SOVs CH-MOV-250A CH-MOV-250A 31 RCP SEAL NJ CTMT ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVs CH-MOV-250B CH-MOV-250B 32 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVn CH-MOV-250C CH-MOV-250C 33 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVs CI-I-MOV.250D CH-MOV-250D 34 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No B X X 3 S8 -MOVs and SOVs CH-MOV-333 CH-MOV-333 BORIC ACID FEED TO CHG PUMPS VALVE YES NO YES NO I No B X 3 08 -MOVs and SOV CH-MOV-441 CH-MOV-441 31 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No B X 3 08 -MOVS and SOVs CH-MOV-442 CH-MOV.442 32 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVs CH-MOV-443 CH-MOV-443 33 RCP SEAL INJ CTMT ISO VLV YES NO YES NO I No a 8 X 3 08 -MOVS and SO s CH-MOVO44 CH-MOV-444 34 RCP SEAL I NJ CTMT ISO VLV YES NO YES NO I No B X X 3 08 -MOVs and SOVs CH-SOV-110A SOY 110A.1 CH-FCV, 110A SOLENOID VALVE YES NO YES YES 1 No No X X 3 08- MOVs and SOVs CH-SOV- 110B SOV-110B-1 CH-FCV- 110B SOLENOID VALVE YES NO YES YES I 1o No X X 3 08 -MOVs and SOVs CH-SOV-111A SOV-111A-1 CH-FCV- 111A SOLENOID VALVE YES N40 YES YES I No No X X 3 08 -MOVs and SOVS CH-SOV-200A SOV-200A-1 CH-AOV-20OA SOLENOID VALVE YES NO YES NO I HIT No X 3 08 -MOVS and SOVn CH-SOV-200B SOV-200B-1 CH-AOV-200B SOLENOID VALVE YES NO YES YES I HT No X 3 O -MOVs and SOVn CH-SOV-200C SOV-200C-1 CH-AOV-280C SOLENOID VALVE YES NO YES YES I HIT No X 3 08 -MOVs and SOVs CH-SOV-201 SOV-201-1 CH-201 SOLENOID VALVE YES NO YES YES I WIT No X 3 08 -MOVS and SOOS CH-SOV-202 SOV-202-1 CH-202 SOLENOID VALVE YES NO YES YES I WI 1 N0 X 0 3 08 -MOVs and SOVS CH-SOV-204A SOV-204A-1 CH-AOV 204A SOLENOID VALVE YES NO YES NO I WI NO X X 3 08 -MOVS and SOVn CH-SOV-204B SOV-2048-1 CH-AOV-204B SOLENOID VALVE YES N11 YES YES I HIT No X X 3 08 -MOVS and SOVs CH-SOV-212 SOV-212-1 CH-AOV-212 SOLENOID VALVE YES NO YES NO I H/T No X 3 08 -MOVs and SOVs CH-SOV-213A SON-213A-1 CH-213A SOLENOID VALVE YES NO YES NO I WI No X 3 08- MOVs and SOVs CH-SOV-213B SOV-213B-1 CH-2138 SOLENOID VALVE YES NO YES NO I WIT No X 3 08 -MOVs and SOVs CH-SOV-215 SOV-215-1 CH-AOV-215 SOLENOID VALVE YES NO YES NO I HIT No x 3 08- MOVS and SOVs CH-SOV-310 SOV-310-I CH-310 SOLENOID VALVE YES NO YES NO I No No X 3 08 -MOVs and SOVs CH-TCV-SOV-149 00V-149-1 CH-TCV-149 SOLENOID VALVE YES NO YES iO I No iNo X 3 08 -MOVs and SOVs SOV-1274 SOV-1274 SOLENOID OPERATED VALVE FOR FCV-1176 & FCV-1176A YES NO YES NO I No NO X X X X X 3 08 -MOVs and SOVs SOV-1275 SOV-1275 SOLENOID OPERATED VALVE FOR FCV-1 178 8 FCV-1 17A YES NO YES NO I No 1. 0 0 0 X X 3 08 -MOVs and SOVs S\AN-SOV-1276 SMIN-SOV-1276 SOLENOID OPERATOR FOR FCV-1176 YES NO YES NO I N. No x x x X X 3 08 -MOVS and SOV SWlN-SOV-1276A SWN-SOV-1276A SOLENOID OPERATOR FOR PCV-1176A YES P4O YES NO I No No X X X X X Engineering Report No I P-RPT-12-0003')
Rev. 0 Paoe B-8 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions A-oo Types of Equlporead CURRENT ORIGRNALSSEL SSEL EQUIPMENT OESCRIPTION Undergo Maintains at Enoironent UNIT lEPRJ EquIPemt Class) EQUIPMENT ID EQUIP ID Se Undc Regular Miteansto D Selmic Regular least me of Replaced IPEEE Conl Reat Pressure I tnn toly Conlalameirt 1 Confoguraidon the 5 Safety Ins Yenrp I Rl Control Control Co Head ReConml Inslpestios Functions Ouide Syt 1v I -(Tm/ H) -- Cn" o"'3 08 -MOVs and SOVs IA-SOV- 1198 IA-SOV-1198 COMPRESSOR 31 UNLOADER SOLENOID OPERATED VALVE YES NO YES YES I No No X X X X X 3 08 -MOVs and SOVs IA-SOV-1199 IA-SOV-1199 COMPRESSOR 32 UNLOADER SOLENOID OPERATED VALVE YES NO YES NO I No No X X X X X 3 08 -MOVs and SOVs IA-SOV-1428 SOV-1428 SOLENOID VALVE FOR PCV-1228 YES NO YES NO I No No X X X X x 3 08 -MOVs and SOVs MS-SOV-1230 MS-SOV-1230 SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY YES NO YES YES I I-VT No X 3 08 -MOVs and SOVn -MS-SOV-1231 MS-SOV-1231 SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY YES NO YES YES I HIT No X 3 08 -MOVs and SOVs MS.SOV-1232 MS-SOV-1232 SG031 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID YES NO YES NO I HVT No X 3 08 -MOVs and SOVs MS-SOV-1233 MS.SOV-1233 SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID YES NO YES NO I HIT No X 3 08 -MOVs and SOVs MS-SOV-123-MO-SOV. 1234 SG#32 MAIN STM ISOLATION VALVE 32 SUPPLY YES NO YES NO I SIT No X 3 08 -MOVs and SO n MS-SOV-1235 MS-SOV-1235 SG#32 MAIN STM ISOLATION VALVE 32 SUPPLY YES NO YES NO I HIT No X 3 08 -MOVs and SOVs MS-SOV-1236 MS-SOV-1236 SG#32 MAIN STM ISOLATTON VALVE 32 EXHAUST SOLENOID YES NO YES NO I HIT No x 3 08 -MOVs and SOVs MS-SOV.1237 MS-SOV-1237 SG#32 MAIN STM ISOLATION VALVE 32 EXHAUST SOLENOID YES NO YES NO I HIT No X 3 08 -MOVs and SOVe MS-SOV-1238 MS-SOV-1238 SG#33 MAIN STM ISOLATION VALVE 33 SUPPLY YES NO YES YES i HIT No X 3 08 -MOVs and SOVs MS-SOV-1239 MS-SOV.1239 SG033 MAIN STM ISOLATION VALVE 33 SUPPLY YES NO YES YES I HIT No x 3 08 -MOVs and SOVs MS-SOV-1240 MS-SOV-1240 SG#33 MAIN STM ISOLATION VALVE 33 EXHAUST SOLENOID YES NO YES YES I HIT No X 3 08- MOVs and SOVs MS-SOV.1241 MS-SOV-1241 SG#33 MAIN STM ISOLATION VALVE 33 EXHAUST SOLENOID YES NO YES NO I HIT No X 3 08 -MOVs and SOVo MS-SOV-1242 MS-SOV-1242 SG#34 MAIN STM ISOLATION VALVE 34 SUPPLY YES NO YES NO I I-UT No X 3 08 -MOVs and SOVs MS-SOV-1243 MS-SOV-1243 S0#34 MAIN STM ISOLATION VALVE 34 SUPPLY YES NO YES NO I HITT No X 3 08- MOVs and SOVs MS-SOV-1244 MS-SOV-1244 SG#34 MAIN STM ISOLATION VALVE 34 EXHAUST SOLENOID YES NO YES NO I HIT No X 3 08 -MOVs and SOVs MS-SOV-1245 MS-SOV-1245 SG#34 MAIN STM ISOLATION VALVE 34 EXHAUST SOLENOID YES NO YES NO I H/T No X 3 08 -MOV$ and SOVs CC-SOV-1177 SOV-1177 AFTERCOOLER 31 INLET SOLENOID OPERATED VALVE YES NO YES NO I No No X X X X X 3 08
* MOVs and SOVs CCSOV-1 lY8 SOV-1 178 AFTERCOOLER 32 INLET SOLENOID OPERATED VALVE YES NO YES NO I tIn No X X X X 3 08 -MOVs and SOVs MS.SOV.1139-1 SOV-1130-1 PCV-1139 SOLENOID VALVE YES NO YES NO I HIT No X X 3 08 -MOVs and SOVs MS-SOV-1310 SOV-1310 PCV- 131OA SOLENOID VALVE YES NO YES YES I No No X X 3 08 -MOVs and SOVs MS-SOV- 1311 SOV-1311 PCV-1310BSOLENOIDVALVE YES NO YES YES I No No X X 3 08 -MOVs and SOVs RC-MOV.535 RC-MOV.535 MOTOR OPERATED ISOLATION TO PCV-455C YES NO YES YES I I-T No X X 3 08 -MOVs and SOVs RC-MOV.536 RC-MOV.536 MOTOR OPERATED ISOLATION TO PCV-456 YES 11O YES YES I HIT No X X 3 08 -And SOY'; rC-OCV-SSi Ao 30TV-T55A-I ECV-455A SOLENIOID VALVE YES NC', YES NU I HIT No X 3 08- MOVs and SOVs RC-PCV-E55B (AO SOV-455B-O1 PCV-455B SOLENOID VALVE YES NO YES NO I HIT No X 3 T8 -MOVs and SOVs RC-SOV-455C SOV-55C- I PCV455C SOLENOID VALVE YES NO YES YES I HIT No X X 3 08 -MOVs and SOVn RC-SOV-456 SOV456-1 PCV-456 SOLENOID VALVE YES NO YES YES I HIT No X X 3 08 -MOVs and SOV AC-MOV-1870 AC-MOV-1870 RHR PUMP MINI FLOW TEST LINE VALVE YES NO YES NO I No No X I 3 08 -MOVs and SOVs AE-MOV-730 AC-MOV-730 RHER LOOP INLET STOP YES NO YES YES I HUT S X 3 08 -MOVs and SOVs AC-MOV.731 AC-MOV-T31 RHR LOOP SUCTION ISOLATION YES NO YES NO I HIT B X 3 08 -MOVs and SOVs AC-MOV-743 AC-MOV-743 RHR PUMP MINI FLOW TEST LINE YES NO YES YES I No No X 3 08 -MOVs and SOOV AC-MOV-74d AC-MOV-744 RHR PUMPS DISCHARGE HEADER STOP VES NO YES NO I No No I X 3 05-MOB s und DSs AC-MOV-745A AC-MOV-745A RHR HEAT EXCHANGER 32 INLET ISOLATION VLV YES NO YES NO I HIT X X 3 08 -MOVs and SOVs AC-MOV-745B AC-MOV-7458 RHR HEAT EXCHANGER 32 INLET ISOLATION VLV YES NO YES NO I I-T S X X Engineering Report No. IP-RPT-12-00039 Rev 0 Page B-Q of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Saoety Functions Acor Types of Equplmsent CURRENT ORIGINAL SSEL 1EL EQLBPMENT DESCRIPTION Undergo MaintainEnatonDeet UNIT IEPIR Equilpnftmlanol EQUIPMENT ID EbBOP ID Seisros Regul t o Replaced IPEE High Reactivity Pressure Iventoy Cotalnnt I Configuration the 5 SaBoIE Inside Control Control Control Inspectlons Functions Outside Humidity Sysntes (110) untt yer (O) fTtIH)3 08 -MOVs and SOVs SI-MOV-746 SI-MOV-T46 
#32 RHR HX OUTLT ISO STOP VLV YES NO YES 110 H/T B S X 3 08 -MOVs and SOVs SI-MOV-747 SI-MOV-747 
#31 RHR HX OUTLT ISO STOP VLV YES NO YES NO I H/T B X X 3 08 -MOVs and SOVs SI-HCO-V38 S1-HCV-638 RHR HTX 31 DISCH THROTTLE VLV. YES NO YES NO I HfT B x x 3 08 -MOVs and SOVs SI-HCV-640 SI-HCV-640 RHR HTX 32 DISCH THROTTLE VLV YES NO YES NO I HAT B X X 3 08 -MOVs and SOVs SI-MOV-1802A SI-MOV. 1802A SIS RECIRC PUMP DISCHARGE VALVE YES NO YES NO I HTr B X X 3 08 -MOVs and SOVs SI-MOV-1B02B SI-MOV- 1802B SIS RECIRC PUMP DISCHARGE VALVE YES NO YES NO I HIT B X X 3 08- MOVs and SOVs SI-MOV-1810 SI-MOV-1810 MOV RWST TO SI PUMP ISO VALVE YES NO YES NO I H/T S X X 3 08 -MOVs and SOVs SI-MOV-1869A SI-MOV-1869A RHR HU 32 TO RHR MINI FLOW VALVES YES NO YES NO I H-T B x X 3 08 -MOVs and SOVs SI-MOV-1869B SI-MOV-1869B RHRHX 31 TO RHR MINI FLOW VALVES YES NO YES NO I I-rI B X X 3 08 -MOVs and SOys SI-MOV-882 SI-MOV-882 RWST SUPPLY YES NO YES NO I HIT B X X 3 08 -MOVO and SOVs SI-MOV-885A SI-MOV-885A RHR PUMPS SUCTION FROM CONTAINMENT SUMP YES NO YES NO I H/T B X X 3 08 -MOVs and SOVs SI-MOV-885B SI.MOV-885 RHR PUMPS SUCTION FROM CONTAINMENT SUMP YES NO YES NO I H/T B X B 3 08 -MOVs and SOVs SI-MOV-888A SI-888A HIGH HEAD INJECTION RECIRC STOP YES NO YES NO I HIT B X X 3 08 -MOVs and SOVs SI-MOV-BBBB SI-888 HIGH HEAD INJECTION RECIRC STOP YES NO YES NO I HET B X X 3 08 -MOVs and SOVs SI-MOV-8B9A S/-MOV-88A CYMT SPRAY YES NO YES NO I HrY B X 3 08 -MOVs and SOVs S.-MOV-889B SI-MOV-889 CTMT SPRAY YES NO YES NO I HWY B X 3 08 -MOVs and SO s SI-MOV-894A SI-MOV-894A NO. 31 ACCUM ISOLATION VALVE YES NO YES NO I WY B X 3 08 -MOVs and SOVs Si-MOV-84B SI-MOV-894B NO. 32 ACCUM ISOLATION VALVE YES NO YES NO I HWT B X 3 T8 -MOVs and SOVs -SI-MOV-894C SI-MOVB894C NO. 33 ACCUM ISOLATION VALVE YES NO YES NO I HWT B X 3 T8 -MOVs and SOVs SI-MOV-894D SI-MOVB894D NO. 34 ACCUM ISOLATION VALVE YES NO YES NO I WY B X 3 T8 -MOVs and SOVs SI-MOV-899A SI-MOV-899A RHR HTX 32 OUTLET STOP VLV YES NO YES YES I WEY B X X 3 08 -MOVs and SOVs SI-MOV-899B SI-MOV-899B RHR HTX 31 OUTLET STOP VLV YES NO YES YES I HWY B X X 3 08 -MOVs and SOVs SOV-1170 SOV-1170 SWN-TCV-1104 SOLENOID VALVE YES NO YES NO I No No X 3 08 -MOVs and SOVs SOV. 1171 SOV-1171 SWII-TCV-1105 SOLENOID VALVE YES NO YES YES I 110 No X 3 09 -Fans FAN-312-AS (L) FAN-312-AB (L) LOUVER FOR FAN-312-AS YES NO YES TO I WY'T No x X 3 09-Fans WALL FAN-313-AS F-313 AFPB EXH FAN/DAMPER YES NO YES YES I HIr No X X 3 0T -Pans CRF1 CRFI CONTAINMENT REC]RC FAN 31 YES tic YES NO I TOT No X 3 09 -Fans CRF2 CRF2 CONTAINMENT RECIRC FAN 32 YES NO YES NO I HIT No X 3 09 -Fans CRF3 CRF3 CONTAINMENT RECIRC FAN 33 YES NO YES NO I WUT No X 3 0T -Fans CRF4 CRF4 CONTAINMENT RECIPC FAN 34 YES NO YES NO I HIT Io X 3 09 -Fans CRF5 CRF5 CONTAINMENT REC/RC FAN 35 YES NO YES NO I HWT No X 3 09 -Fans DG EXHAUST FAN 314 DO EXHAUST FAN 314 DGTB EXHAUST FAN 314 YES NO YES NO I No No X X X X X 3 09 -Fans DG EXHAUST FAN 315 OG EXHAUST FAN 315 DGB EXHAUST FAN 315 YES NO YES NO I No No X X X x X 3 09 -Fans DG EXHAUST FAN 316 DG EXHAUST FAN 316 DGO EXHAUST FAN 316 YES NO YES NO I No No X X X X X 3 09 -Fans DG EXHAUST FAN 317 DOG EXHAUST FAN 317 DG1B EXHAUST FAN 317 YES NO YES NO I No No X X X X X 3 09 -Fans DG EXHAUST FAN 318 DG EXHAUST FAN 318 DGB EXHAUST FAN 318 YES NO YES NO I No No X X x X X 3 TB -Fans DG EXHAUST FAN 319 DG EXHAUST FAN 319 DGB EXHAUST FAN 319 YES NO YES NO I Na No B B S B X Engineering Report No. IP-Rl'T-12-O(EJ3q Rev 0 Page B- I0 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions A -um Types 0f Equipmernt CURRENT ORIqNAL SSEL SSEL EQUIPMENT DESCIPTION Udrgo Maintain a Environment ItT .IEPRIl:Eqniltf.Celass)
EQUIEMENT I EQUIP ID SSoL Rer Mtone ot Decay SeIssmc RauaJW least r Replaced IPESE tnsie High R Caotinity Pressure Innturyol Containment 1 CrrtatguarOilu the S ahelyI Tempt Soraten d Eu Control RC uoCtr inupedliuss Fuucnns. Outulde Humidiy System 10i ) IT IH1 3 09 -Fans 33 ELEC TUNL EX 0033ETEF EL TNL EXHAUST FAN 33 (UPPER) YES NO YES NO I No No x X X X X 3 09 -Fans 34 ELEC TUNL ES 0034ETEF EL TNL EXHAUST FAN 34 (UPPER) YES NO YES NO I No No X X S x 3 09 -Fans PAB SUPPLY FAN PAESF PRIMARY YES NO YES YES I No No X X x x X 3 09 -Fans VC PURGEIPAB EX 31 32 PABEF PRIMARY" YES NO YES NO i No No X X X S X 3 09 -Fans VC PURGEJPAB EX 32 31 PABEF PRIMARY YES NO YES NO I No No X X x X x 3 10 -AiU Handlens FAN-311-AS IL) FAN-311-AB L) LOUVER FOR FAN-311-AB YES NO YES NO I HIT No X X 3 10 -Air Handlers WALL FAN-313-AB F-313 AFPB EXH FANIDAMPER YES NO YES YES I HIT NO X X 3 10 -Anr Handars WALL FAN-313-AB F-313 AFPB EXH FANIDAMPER YES NO YES YES I Hrr No X X 3 10 -Air Hand-rs LU31SA (AO) 003 IOAL A DG 31 ROOM VENTILATION INLET LOUVER L316 YES NO YES NO I No No X X X X X 3 10 -Air Handlers U31EB (AO) 0031OAL B 0G 31 ROOM VENTILATION INLET LOUVER L-316 YES NO YES NO I No No x S S X 3 10 -Air Handlers L316C (AO) 0031OAL C DG 31 ROOM VENTILATION INLET LOUVER L-316 YES NO YES NO I No No X X X X X 3 10 -Air Handers LU317A (AO) 00320AL A DG 33 ROOM VENTILATION INLET LOUVER L-317 YES NO YES NO I No No X X X X X 3 10 -Air Handlers LU317B (AO) 0032OAL A DG 32 ROOM VENTILATION INLET LOUVER L-317 YES NO YES NO I No No X x X X X 3 10 -A, Handlers Lr317C (AO) G0320AL C DO 32 ROOM VENTILATION INLET LOUVER L-317 YES NO YES NO I No No X X X X X 3 10 -Air Handers LU31BA (AO) 0033OAL A OUTSIDE AIR LOUVER 33 EDG YES NO YES NO I No No X X X x x 3 10 -Air Handlers LU318B AOl 0033OAL B OUTSIDE AIR LOUVER 33 EDG YES NO YES NO I No No X X x X X 3 10 -Air Handers LU31BC (AO) 00330AL C OUTSIDE AIR LOUVER 33 EDG YES 110 YES NO I No No X X X X X 3 10 -Air Handlers 31 ELEC TUNL ES 0031ETEF EL TNL EXHAUST FAN 31 (LOWER) YES NO YES NO I No No x X X X x 3 10 -Air Handlers 32 ELEC TUNL Ex 0032ETEF EL TNL EXHAUST FAN 32 (LOWER) YES NO YES NO I No No X X x X X 3 10 -Air Handlers CCR A C. UNIT 31 ACU31 CONTROL ROOM A/C UNIT 31 YES NO YES NO I No No X X X X X 3 10 -Ai Handlers CCR A C UNIT 32 ACU32 CONTROL ROOM NC UNIT 32 YES NO YES SO I No No X X x X X 3 12 -Air Compressors 31 IA COMPRESSO 31 IA COMPRESSOR INSTRUMENT AIR COMPRESSOR 
#31 YES NO YES NO I No No X X X X X 3 12 -Air ConmressoIs 32 IA COMPRESSO 32 IA COMPRESSOR INSTRUMENT AIR COMPRESSOR 
#32 YES NO YES NO I No No X X X X X 3 12 -Air Compressors EDG-31-COMP 31 EDG COMPRESSOR 31 EDG AIR COMPRESSOR YES NO YES NO I N No X x X X x 3 12 -Air Compressors EDG-32-COMP 32 EDG COMPRESSOR 32 EDG AIR COMPRESSOR YES NO YES NO I N No X X X X X 3 12 -Air Compressors EDG-33-COMP 33 EDOG COMPRESSOR 33 EDG AIR COMPRESSOR YES NO YES NO I No No X X X X X 3 13 -motor Generators 31MGS-coup 31 MG Set 31 Rod C-ntrn Motor Ceneanrn-SEt 'es NO YES tic I No No X 3 13 -motor Generators 32MGS-anup 32 MG Set 32 Rod Control Motor Generate, Se YES N10 YES NO I No No X 3 14 -DOStrlb Pnrs andiXfer Sr 3118 311a SINGLE PHASE 118V AC INSTRUMENT BUS 31 CHANNEL II YES NO YES NO I No No X X X X X 3 14 -Disrab Pnrs and Xfer Si- 321B 3218 SINGLE PHASE 11iR AC INSTRUMENT EUS 32 CHANNEL I YES NO YES NO I No No X X x X X 3 14 -DistniS Pnts and X5er Swn 331B 331B SINGLE PHASE 1 8V AC INSTRUMENT BUS 33 CHANNEL IV YES NO YES NO I No No x X x X X 3 14 -Dlstrb Pnls and.Kfer S- 341B 341B SINGLE PHASE 118V AC INSTRUMENT BUS 34 CHANNEL III YES NO YES NiO I No No X X X X X 3 14 -DistIb Pals ande dn, Sws 31ADP PNL K48 125 VDC DISTRIBUTION PNL 31A YES NO YES NO I No No X X X X X 3 14- Distrib Pros and Tier Sns 31DP PNL PC3 125VDC DISTRIBUTION PANEL 31 YES NO YES NO I No No X X X X X 3 14 -Dlstnb Prls and Xfer SIns 31PP PNL PC 1 125VDC POWER PANEL 31 YES NO YES NO I NO No X X X X X 3 14 -DaS rnb Pnls and Xfer Ss 32ADP PNL K49 125 VDC DISTRIBUTION PNL 32A YES NO YES NO I Na No X X X X X 3 14 -Dst nb Pnls and Ater Sam 32DP PNL PC4 125VDC DISTRIBUTION PANEL 32 YES NO YES NO I No No X X X X Engineering Report Nr. IP-RPT- 12-00030 Rev. 0 Page B-I I of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 FIne Safety Functions Accrs Types of EquIpment CURRENT ORISGINAL SSEL L EnSil, et UNIT IEPFW3EqhiPitC-ss)
EQUIPMNENT ID EUIlP'll S)Et EWUPMENT 0ESCIPTION Undergo Maintains at Eerr Seismic Reuliar least o6 of High Reaccrity Pressure Isnientory eay I Cenetutgidon mte S ty placed 1PEEE InsidaS HetgThc oatd Coo Hoot Cot Inspections Functions Outside HumIdIty System (110) MT I Sse 3 14 -Distob Pnes and fer Ss 32PP PNL PC2 125VDC POWER PANEL 32 YES NO YES NO I No No X X X X X 3 14 -Dstab Pnos anc Xfer Sws 33DP PNL PC8 125VDC DISTRIBUTION PANEL 33 YES NO YES NO I No No X X X X X 3 14 -DSlb Pnis and ,fer Sws 33PP PNL PC9 125VDC POWER PANEL 33 YES NO YES NO I No No X X X X X 3 14 -DitIto Pnos and 0fe Sws 34DP PNL PD9 125VDC DISTRIBUTION PANEL 34 YES NO YES NO I No No X X 5 5 X 3 14 -Distnb Pnos and Xfer S- 34PP PNL PF7 125VDC POWER PANEL 34 YES NO YES NO I No No X X X X X 3 So -Other C02-CP-1A N/A EDG ROOM CO2 PANEL (CONT BLDG 15) YES NO YES YES V-001' I No No X X X X X 3 00 -Other C02-CP-1B NIA EDG ROOM CO2 PANEL (CONT BLDG YES NO YES YES V-0012 I No No X X x X X 3 O0 -Other C02-CP-IC NIA EDG ROOM C02 PANEL (CONT BLDG 15') YES NO YES YES V-S01t I No No X X X X X 3 15 -Baonry Racks BATT 31 BATT 31 BATTERY YES NO YES YES I No No X X X X X 3 15 -Battery Racks BATT 32 BATT 32 BATTERY YES NO YES YES I No No X X X X X 3 15 -Battery Racks BATT 33 BATT 33 BATTERY YES NO YES YES I No No X X X X X 3 15 -Battery Racks BATT 34 BATT 34 BATTERY YES NO YES YES I No No X X x X X 3 16- Bat Chrgrstatic Ins 31 INVERTER 31 INVERTER STATIC INVERTER 31 YES NO YES NO I No No X X X X X 3 16 -Ban Chrgrs I Static Ins 32 INVERTER 32 INVERTER STATIC INVERTER 32 YES NO YES NO I No No X X X X X 3 16 -Ban Chrgrs I Static Ins 33 INVERTER 33 INVERTER STATIC INVERTER 33 YES NO YES NO I No No X X X X X 3 16 -Bau Chrgrs I Static Invs 34 INVERTER 34 INVERTER STATIC INVERTER 34 YES NO YES YES I No No X X x X X 3 16 -Batt Chrgn I Scthc tons BATT CHGR 31 BATT CHGR 31 BATTERY YES NO YES NO I No No X X X X X 3 16 -Bao Chrgrs I Statc Invs BATT CHGR 32 BATT CHGR 32 BATTERY YES NO YES NO I No No X X x X x 3 16 -Bat Chrgrs / Statrc nvs BATT CHGR 33 BATT CHGR 33 BATTERY YES NO YES NO I No No X X X X X 3 16 -Bao Chrgrs I Static vs BATT CHGR 34 BATT CHGR 34 BATTERY YES NO YES NO I No No X X X X X 3 17 -Engine Generators DE-31 DE-31 ED 31 ENGINE YES NO YES NO I No No X X X X X 3 17 -Engine Generators DE-32 DE-32 ED 32 ENGINE YES NO YES NO I No No X X X x X 3 17 -Engine Generators DE-33 DE-33 ED33 ENGINE YES NO YES NO r No No X X X X X 3 17- Engne Generators DG-31 DG-31 DIESEL GEN NO. 31 YES NO YES NO I No No X X X X X 3 17 -Engine Generators DG-32 DG-32 DIESEL GEN NO. 32 YES NO YES NO I No No X X X X X 3 17 -Engie Generators DG-33 DG-33 DIESEL GEN NO. 33 YES NO YES NO I No No X X X X S 3 18 -Instrument Racks RACK#19 RACK 19 PRESSURIZER LEVEL TRANSMITTER CAYINET YES 10 "YES NO I H B X X 3 18 -Instrument Racks RACK#2t RACK 21 STEAM GENERATORS LEVEL TRAINSMITTER YES NO YES NO I H/T No X X 3 18 -Instrument Racks RACK#4A RACK 4-A SG #31 3 #32 MAIN STM FLOW TRANSMITTER RACK YES NO YES NO I H/T No X X 3 18 -Instrument Racks RACK#4B RACK 4-B SG #33 & #34 MAIN STM FLOW TRANSMITTER RACK YES NO YES NO I H/T No X X 3 18 -Instrument Racks RACK#6 RACKEA PRESSURIZATION LOCAL INSTRUMENT RACK 6 YES NO YES NO I H/T B X 3 18 -Iostrument Racks RACK#g RACK9 MAIN STM PRESS TRANSMITTER RACK YES NO YES NO i 1 tT No X X 3 18 -Instrument Racks RVLIS RACK TRAIN A RVLIS TRANSMITTER RACK TRAIN A YES NO YES NO I HOT B X Although a modification to this panel was credited in the IPEEE, the panel deficiency was actually discovered and initiated separate from the IPEEE effort Engineering Report No I P-RPT-12-OOO3')
Rev. 0 Page B- 12 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fiat Safety Functiees Ac-. Types of-Equipment CURRENT ORIGINAL SSEL UNIT IEPRfflEquirimnt Clan) EQ0IJPMENT ID EUP ID SSEL EQUIPMENT DESCRIPTION Undergo Maintains at Envionmneta Seismic Regula etoeP of .Reactivity Pressure InVentory Deasy I the .iSaty ltaced IPEEE I igh/ CoHtgh Ha t Containment ls--nkpol~lets Fwotittere Outside Tamup Scoated Control Control Costro Removal 1110) Hurmidt y Systeme 3 18 -Instrument Racks RVLIS RACK TRAIN S RVLIS TRANSMITTER RACK TRAIN B YES NO YES NO I H-T B X 3 19 -Temperature Sensors TE-122 TE-122 EXCESS LETDOWN TEMP ELEMENT YES NO YES NO I No B X 3 19 -Temperature Sensors TE-126 TE-126 REGEN HX CHO FLOW TEMP ELEMENT YES NO YES NO I No B X 3 19 -Temperature Sensors TE-127 TE-127 REGEN HX CHG FLOW TEMPERATURE ELEMENT YES NO YES NO I tNo S X 3 19 -Temperature Sensors TE-130 TE- 130 NON REGHX OUTLET LETDOWN. TEMP ELEMEtNT YES NO YES YES I Nt 8 X 3 i9 -Temperature Sensors TI-122 TI-122 EXCESS LETDOWN TEMPERATURE INDICATOR YES NO YES NO I HIT No X 3 19
* Temperature Sensors TI-126 TI-126 REGEN HX CHG FLOW TEMP INDICATOR YES NO YES NO I HIT No X 3 19 -Temperature Sensors TI-127 TI-127 REGEN HX CHG FLOW TEMPERATURE INDICATOR YES NO YES NO I F-It No X 3 19 -Temperature Sensors TI-130 Th 130 NON REGHX OUTLET LETDOWN TEMP INDICATOR YES NO YES NO I No No X 3 19 -Temperature Sensors TE-1317 TE-1317 RWVL CONDUIT COMPENSATION TEMP ELEMENT YES NO YES NO I HIT B X 3 19 Temperature Sensors TE-1318 TE-1318 RVWL CONDUIT COMPENSATION YES NO YES NO I HIT B X 3 19 -Temperature Sensors TE-1319 TE-1319 RWA_ LOWER TAP CAPILLARY YES NO YES NO I HIT B X 3 19. Temperature Sensors TE-1327 TE-1327 RVWL CONDUIT COMPENSATION TEMP ELEMENT YES NO YES NO I HIT B x 3 19- Temperature Sensors TE-1328 TE-1328 RWVL CONDUIT COMPENSATION TEMP ELEMENT YES NO YES NO I HIT B X 3 19 -Temperature Sensors TE-1329 TE-1329 RVW_ LOWER TAP CAPILLARY YES NO YES NO I HIt B X 3 19 -Temperature Sensors TE-I tAl TE-411A1 RCS LOOP 31 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-4 I A2 TE-41 A2 RCS LOOP 31 HOT LEG TEMP ELEMENT YES NO YES NO I HIT S X X X X 3 19- Temperature Sensors TE-a 11A3 TE-1tA3 RCS LOOP 31 HOT LEG TEMP ELEMENT YES NO YES NO I HT B X X X X 3 19 -Temperature Sensors TE-411B TE-41a1B RCS LOOP 31 COLD LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-413A TE-A13A RCS LOOP 31 HOT LEG WIDE RANGE TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19- Temperature Sensors TE-413B TE-a13B RCS LOOP 31 COLD LEG TEMP ELEMENT YES NO YES NO I HIT 9 X X X X 3 19 -Temperature Sensors TE-421A1 TE-421A1 RCS LOOP 32 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19- Temperature Sensors TE-421A2 TE-421AI RCS LOOP 32 HOT LEG TEMP ELEMENT YES NO YES NO I HIT 9 X X X X 3 19 -Temperature Sensors TE-421A3 TEA21A3 RCS LOOP 32 HOT LEG TEMP ELEMENT YES NO YES NO I HIT 9 x X X X 3 19 -Temperature Sensors TE-421B TE.421B RCS LOOP 32 COLD LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-423A TE-423A3 RCS LOOP 32 HOT LEG WIDE RANGE TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-423B TE.423B RCS LOOP 32 COLD LEG TEMP ELEMENT YET TO YES Y I HIT B X X X X 3 19 -Temperature Sensors TE431A1 TE-31A1 RCS LOOP 33 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19- Temperature Sensors TE-431A2 TE-431A2 RCS LOOP 33 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-431A3 TE431A3 RCS LOOP 33 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-431B TE-4313 RCS LOOP 33 COLD LEG TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperatuoe Sensors TE-A33A TE-433A RCS LOOP 33 HOT LEG WIDE RANGE TEMP ELEMENT YES NO YES NO I HIT B X X X X 3 19 -Temperature Sensors TE-433B TE-4338 RCS LOOP 33 COLD LEG TEMP ELEMENT YES NO YES YES I HIT B X X X X 3 19- Temperature Sensors YTE-41Ar TE-441AI RCS LOOP 34 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X X 3 19. Temperature Sensors TE-441A2 TE-44 1A2 RCS LOOP 34 HOT LEG TEMP ELEMENT YES NO YES NO I HIT B X X 5 X 3 19- Temperature Sensors TE-441A3 TE-441A3 RCS LOOP 34 HOT LEG TEMP ELEMENT YES NO YES NO I HIT 9 X X X S 3 19-TemperatureSensurs TE-441B TE-441B RCS LOOP 34 COLD LEG TEMP ELEMENT YES NO YES NO I HIT 8 X X X Engineering Report No. IP-RPT-I2-O03Q Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-I13 of 3 TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions AcoM Types of Equlprmelt CURRENT ORIGIN SSEL EECrronment UNIT EPqu e C EIET I IP SSEL EQUIPMENT DESCRIPTION Undergo Maintai at" Selsmic Regular Isest one fHigh Reactity Pressure Inentory Decay I the 5 Safety Replaced IPEEE Iside IContaol Control Control Heart Cn lee ctionso Temp I tionatleR 1Functons Outside Humidity Systene (Ito) [TIH)3 19- Temperature Sensors TE-443A TE-443A RCS LOOP 34 HOT LEG WODE RANGE TEMP ELEMENT YES NO YES YES I HIT B X X X I 3 19 -Temperature Sensors TE443B TE-443B RCS LOOP 34 COLD LEG TEMP ELEMENT YES NO YES YES I H/T B X X X X 3 19 -Temperature Sensors TE.453 TE-453 PRESSURIZER LIQUID SPACE TEMP ELEMENT YES NO YES NO I HIT B X 3 19 -Temperature Sensors TEM54 TE-4AM PRESSURIZER STEAM SPACE TEMP ELEMENT YES NO YES YES I HIT B x 3 19 -Temperature Sensors TE-636 TE-636 RHR H.S TEMP INLET TEMP ELEMENT YES NO YES NO I H/T B X X 3 19 -Temperature Sensors TE-639 TE-639 RHR HX 31 OUTLET TEMP ELEMENT YES N.O YES NO r H B x x 3 19 -Temperature Sensors TE-641 TE-Mi RHR HX 32 OUTLET TEMP ELEMENT YES NO YES NO I HIT B X X 3 20 -I nstu and Contol Pols PNL PT2 AUX BOILER FEED PMP CONTROL STATION YES No YES NO I No No X X 3 20 -Insulr and Control Pnls PNL PL6 CHNRGING PUMPS SPEED CONTROL PANEL TEE NO YES NO I No No X X 3 20 -Insrru and Control Pnls PNL 31EDGA 31 EDG AUX STARTERS &'CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -Instru anc Control Pols PNL 32EDGA 32 EDG AUY STARTERS 0 CONTROL PANEL YES NO YES NO I No No X X X X X 3 20
* lnstu and Coorrl Pnls PNL 33EDGA 33 EDG AUX STARTERS & CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -Instru and Control Pnls PNL VRP 31 31 EDG VOLTAGE REG PANEL YES NO YES NO I No No X X X X X 3 2T -Instru and Control Pnos PNL VRP 32 32 EDG VOLTAGR REG PANEL YES NO YES NO I No No X X X X X 3 20 -Instru and Contro Pnls PNL VRP 33 33 EDG VOLTAGE REG PANEL YES NO YES NO I No No X X x x X 3 20 -Inseru and Control POls PIh PNL PI 1 31 EDG PNEU CONTROL PANEL YES NO YES NO I No No X x X X X 3 20 -Instru and Conirol Pnls P12 PNL P12 32 EDG PNEU CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -lIstru and Control Pn~e Pi3 PNL P13 33 EDG PNEU CONTROL PANEL YES NO YES NO I No No X X X X X 3 23 -Instro and Control Pols PP9 PNL PP9 31 EDG CONTROL PANEL YES 1O YES NO I No No x X X X X 3 20 -Instru and Control PoIS Par PNL P01 32 EDG CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -Instru and Control Pnfo PQ2 PNL P02 33 EDG CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -Instru and Control Poles PNL JC1 FAN ROOM CONTROL PANEL YES NO YES NO I No No X X X X X 3 20 -Instru and Control Pnls HJ8 33/34 ETEF LOCAL CTRL STATION YES NO YES YES I No No X X X X X 3 2 -Instru and Control Pnls HJ9 31032 ETEE LOCAL CTRL STATION YES NO YES YES I No No X X X I X 3 23 -Inetru and Control PieS PNL HF1 COMPRESSOR 31 CONTROL STATION YES NO YES NO I No No X X X X X 3 2D -Instru and Control PnJs HA7 PNL HA7 COMPRESSOR 32 CONTROL STATION YES NO YES NO I No No X X X X X 3 20 -I ntru and Control Pnls PNL#1 ATM STEAM DUMP PANEL O1 YES NO YES NO I H-T No X X 3 20 -Instu and Control Pnls PNL #2 ATM STEAM DUMP PANEL #2 YES NO YES NO I H-T No X X 3 20 -Inseru and Control Pnls PNL 1-31 31 SG MSIT SOV PANEL YES NO YES NO I HIT No X X 3 20 -InsPr and Control Pnle PNL 1-32 32 SG MSIV SOV PANEL YES NO YES NO I HiT No x X 3 20 -Instru and Control Pels PNL 1-33 33 SG MSIV SOV PANEL YES NO YES NO I HIT No X X 3 20 -Instru and Control Pnls PNL i-34 34 SG MSIV SOV PANEL YES NO YES NO I I-U No X X 3 20 -Instru and Control Pnos PNL N2 N2 BOTTLE SUPPLY YES NO YES NO I No No X X X X 3 20 -Instru and Control Pnls 31AIB-2 31AIB-2 CNTMNT PARMETERS RECORDER CABINET "J02 (CHII)HCMC-B YES NO YES NO I No No X 3 !0!- Instru and Control Pnls 32AIB-2 32AIB-2 CNTMNT PARMETERS RECORDER CABINET JO1 (CH I) HCMC-A YES NO YES No I No to X 3 2o- lnsru and Control Pol PNL P17 LOCAL CCR AC CNTRL PANEL YES NO PEE NO No N I 5 X 3 20 -Instnru and Control Pole FLIGHT PANEL FLIGHT PANEL YES No YES NO I No No Engineering Report No. IP-RPT-12-GDO039 Rev. 0 Page B-14 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN H Five Safty Functioas Ae-m Types o. Equipment CURRENT ORIGINAL 61EL EQUIPMENT DEUCRIPTION Eonvronment UNIT EPRI4 EQUIPMENT ID EQUIP 1 Seod RegIMEN D IPEEE MaRintains et coobnmeDecay S.Ieismi Regular leston Relcd PE Resactiity Pressure Ivftc Coflur~o te IPEE Inid/ High _I Heal Containment ConTsnoUp Ra High Borated Conrlol Control Coanrol R Inspections Functions Outside Hoedity SIstem 11101 (TI H)3 20 -Iostor and Control Pnls RACK 18 (B-5) RACK B.5 CCR RK'S 84 AND '5 (FEEDWATER CONTROL) YES NO YES NO I No No X X 3 20 -Instru and Control Pnlo RACK 2 A-3) RACK A-3 CCR RK' "A2" AND A3 (STM GEN ANALOG PROT CH I) YES NO YES NO I No No X X X X 3 20 -Instru and Control Pnos RACK 20 (P-l) RACK F-1 CCR RK F I" (SIS/ANALOG)
YES NO YES NO I No No X X 3 20 -Instru and Control Pnls RACK 22 (C-9) RACK C-9 CCR RKS "CO9AND "1" CVCS AUX) YES NO YES NO I No No X X 3 20 -Instru and Control Pols RACK 23 (A-) RACK A-6 CCR RKNS -A5 AND AS (RCSIOPS ANALOG) YES NO YES YES I No No X 3 20 -Instru and Control Pnlo RACK 24 (A-51 RACK A-5 CCR RKS "A5'AND 'A6 (RCSIOPSANALOG)
YES NO YES NO I No No X 3 20 -I ntru and Control Pnls RACK 25 (B-41 RACK B-4 CCR RKAS B40 AND UB (EEDWATER CONTROLI YES NO YES NO I No No X X 3 20 -Instou and Control Pois RACK 3 A-2) ROCK A.2 CCR RK' "A2 AND A3 (STM GEN ANALOG PROT CH I1 YES NJO YES NO I No No X x X X 5 3 20 -Instru and Control PolS RACK 6 IA-9) RACK A-9 CCR RKS "A9" AND A8'" (STM GENN/ANALOG CH Il) YES NO YES NO I No No X X 3 20 -Instru and Control Pnlo RACK 7 (A-8R RACK A-8 CCR RKS "A0 AND -ABt (STM GENIANALOG CH Il) YES NO YES NO I No No X X 3 20 -Instru and Control Tots I RACK E-2 RACK E-2 CCR RK'S "EZ AND "F2 (RPS CH I) YES NO YES NO I No No X 3 20 -I nstru and Control Pnls RACK E-3 RACK E-3 CCR RKS "E3" AND FE" RPS CH II) YES NO YES NO I No No X 3 20 -Instru and Control Pols RACK E-4 RACK E-4 CCR RK'S 'E4 AND F4 (RPS CH tIlt YES NO YES NO I No No X 3 20 -Inotru and Control Pols RACK E-5 RACK E-5 CCR RKS E5 AND FE IRPS/LOGIC CH IV) YES NO YES NO I No Nto X 3 20 -Instru and Control Pnls RACK ER6 RACK E-6 CONTROL RM RK ER (REACTOR TRIP RELAY YES NO YES NO I No No X 3 20 -Instru and Control Pils RACK F-2 RACK F-2 CCR RNS "E 7AND F2" (RPS CH 1) YES NO YES NO I No No X 3 20 -Instru and Control Pots RACK F-3 RACK F-3 CCR RKS "E3" AND "FE" tRPS CH It YES NO YES NO I No No X 3 20 -Insttu and Control Pnls RACK FP4 RACK F-4 CCR RK'S "0E4 AND "F4" (RPS CH 111) YES NO YES NO I No No X 3 20 -Instru and Contror Pols RACK F-5 RACK F-5 CCR RK'S ES' AND FE" (RPSILOGIC CH IV) YES NO YES NO I No No X 3 20 -I nstro and Control Pols RACK F-6 RACK F-6 CCR RKF6 ' RPS CH II) YES NO YES YES I No No X 3 20 -.strou and Control Pnls RACK G- I RACK G-1 CCR RK G "ISIS -MISC RELAY YES NO YES NO I No No X X 3 20 -Instnu and Control Pols RACK G-2 RACK G-2 CCR RK G2 (SIS MISC RELAY YES NO YES NO I No No X X 3 20 -Instu and Control Pnos RACK G-3 RACK G-3 CCR RKS "G30AND 'G5" SIS -MISC RELAY YES NO YES NO I No No X X 3 20 -Instr and Control Pots RACK G-5 RACK G-5 CCR RKS "G3" AND 'G5" ISIS -MISC RELAY YES NO YES NO I No No X X 3 20 -Instru and Control Pnos RACK H- 1 RACK H-1 CCR RK "H1l (RCSIOPS ANALOG CH 11 I.B VOLTMETER YES NO YES NO I No NO X 3 20]- *noto and Control Pnos RACK H-3 RACK H-3 CCR RK "H3' (RCSIOPS ANALOG CH iV) I B VOLTMETER YES NO YES NO I No No X 3 20 -Instru and Contr ol Pols 5I00 H.I RACK H-4 CONTROL RM RK H4" iRCS OVER-PRESSUIRIZATION ST, YES NuO YES NO r NO No X 3 20 -Instru and Control Pnos RACK H-5 RACK H-N CONTROL RM RK OS' (ROS OVERPRESSURIZATION SY YES NO YES NO I NO No X 3 20 -Insuo and Control Pnos UK-UP GRP 31 DIST PNL PRZR HTR BK UP GROUP 31 DIST PNL YES NO YES NO I No No X 3 20 -Instru and Control Pnos BK-UP GRP 32 DIST PNL PRZR HTR BK UP GROUP 32 DIST PNL YES NO YES NO I No No X 3 20 -Instru and Control Pots BK-UP GRP 33 DIST PNL PRZR HTR BK UP GROUP 33 DINT PNL YES NO YES NO I No No X 3 20 -Insttu and Control Pnls RVLIS CAB CAB JRO RVLIS CABINET YES NO YES NO I No No X 3 20 -lnstru and Control Pnls PNL PS6 SERVICE WATER PUMP CONTROL STATION YES NO YES NO I No No X S 3 21 -TanksIHeat Exchangers ACAHCCi ACAHCC1 COMPONENT COOLING WATER HEAT E,,CHANGER NO. 31 YES NO YES NO I HIT No X 3 21 -Tanks/ Heat Etchangeos ACANCC2 ACAHCC2 COMPONENT COOLING WATER HEAT ENXCHANGER NO. 32 YES NO YES NO I HlT No X 3 21 -TnKs I Heal Exchangers ACATCC% ACATCCI CC SURGE TANK #31 YES NO YES NO I oR No X 3 2r -Tanks / Heat Exchangers ACATCC2 ACATCC2 CC SURGE TANK #32 YES NO YES riO I No No X Engineering Report No IP-RPT-12-00039 Rev 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-15 of 36 TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 Five Safelty Functioms Awn Types of Equipmeent CURRENPT ORSGINAL SSEL SSEL EQUIPMENT DESCRPTION Urgo isn.t Environient UNI (EPRrtquIpriiEtbooI EQUIPMENT ID EQUPID Seismic Regular leastons of RH Eg ReauBity Pressure Inventoiy Den I Configueio ih Saety Replacp IPEEE inside Control Control Ctrol Hea rafgate,"6eftyTemnpi Boaabed cnrl Remroval Inspections Funcrons Outside Hemidity System (110) friH 3 21 -Tanks! Heat Eochangers RHRP31-HTX RHRP31.HT.
RHR PUMP #31 PUMP SEAL HTEXCH YES NO YES NO I No No X X 3 21 -Tanks/ Heat Exchangers RHRP32.HTX RHRP32-HTX RHR PUMP #32 PUMP SEAL HTEXCH YES NO YES NO I No No X X 3 21 -Tanksl Heat Exchangers COND STOR TK CST CONDENSATE STOR TANK YES NO YES NO I No No X X 3 21 -Tanks Heat Exchangers CHRG PP31 CASIN CHRG PP31 CASING HTX CHARGING PP31 FLUID DRIVE CASING OIL COOLER YES NO YES NO I No No X X 3 21 -Tanks Heat Exchangers CHRG PP31 CRANK CHRG PP31 CRANK HTX CHARGING PP31 PUMP CRANKCASE OIL COOLER YES NO YES NO I No No X X 3 21 -Tanks / Heat Eachangers CHRG PP32 CASIN CHRG PP32 CASING HTX CHARGING PP32 FLUID DRIVE CASING OIL COOLER YES NO YES NO I No No X X 3 21 -Tanks / Heat Erchangers CHRG PP32 CRANK CHRG PP32 CRANK HTX CHARGING PP32 PUMP CRANKCASE OIL COOLER YES NO YES rJO I No No X X 3 21 -Tanks / Heat Exchangers CHRG PP33 CANSN CHRG PP33 CASING HTX CHARGING PP33 FLUID DRIVE CASING OIL COOLER YES 110 YES NO I No No X X 3 21 -Tanks / Heat Exchangers CHRG pp33 CRANK CHRG PP33 CRANK HTX CHARGING PP33 PUMP CRANKCASE OIL COOLER YES NO YES NO I No No X X 3 21- Tanks / Heat Exchangers CSAHELr CSAHEL! 31 EXCS LETOWN HTX YES NO YES NO I HIT B X 3 21 -Tanks / Heat Exchangers CSAHNRT CSAHNRT NON REGEN HEAT ETCH NO 31 YES NO YES NO I No B X 3 21 -Tanks / Heat Exchangers CSAHRG/ CSAHRGI 31 REGE1i HTX YES NO YES NO I No B X 3 21 -Tanks I Heat Exchangers CSAHSW1 CSAHSW1 SEAL WTR HEAT EXCH NO. 31 YES NO YES NO I NOI B X 3 21 -Tanks / Heat Exchangeis CSATYAI CSATBA1 BORIC ACID STG TANK 31 YES NO YES NO I No B X 3 21 -Tanks I Heat Exchangers CSATBA2 CSATBA2 BORIC ACID STG TANK 32 YES NO YES NO I No B X 3 21 -Tanks / Hear Echangens CSATVC1 CSATVC1 VOLUME CONTROL TANK NO 31 YES NO YES NO I No B X X 3 21 -Tanks Heat Exchangers EDG-31-AR-TNK 0031ART AIR RECEIVER 30 GAL TANK a 31 YES NO YES YES I No No X X X X X 3 21 -Tanks / Heat Exchangers EDG.31-AR-TNK EOG-31.AR.TN.
DG 31 AIR RECEIVER TANK YES NO YES YES I No No X X X X X 3 21 -Tanks/ Heat Echangers EDC-31-FO-DTNK EDG-31-FO-DTNK F.O DAY YES NO YES NO I No No X X X X X 3 21 -Tanks / Heat Exchangers EDG-31-FO-STNK EDG-31-FO-STNK F.O STORAGE TANK 31 YES NO YES NO I NO No X X X X X 3 21 -Tanks i Heat EChangers EDG-31-JSNHTX EDG-31-JW HTX DG 31 JACKETWATER COOLER YES NO YES NO I No No X X X X X 3 21 -Tanks/ Heat Exchangers EDG-31-JW-XTNK EDG-31-JW-XTNK DG 31 JACKET WATER EXPANSION TANK YES NO YES NO I No No X X X X X 3 21 -Tanks I Heat Exchangers EDG-31-LO HTO EDG-31-LO HTY DO 31 LUBE OIL COOLER YES NO YES NO I No No X X X X X 3 21 -Tanks I Heat Exchangels EDG-32-AR-TNE, O032ART AIR RECEIVER 30 GAL TANK # 32 YES NiO YES YES I No No X X X X X 3 21 -Tanks / Hoar Ea hanCyc EDG-32-AR-TNK EDG-32-AR-TNK DG 32 AIR RECEIVER TANK YES NO YES YES I No No X X X X X 3 21 -Tanks / Heat Excaangers EDG-32-FO-DTNK.
EDG-32-FO-DTNK F.O. DAY YES NO YES NO I rio No X X X X X 3 21 -Tanks I Heat Exchangers EDG-32-FO-STNK EDG-32-FO-STNK F.O STORAGE TANK 32 YES NO YES NO I No No X X X X X 3 21 -Tanks I Heat Exchangers EDG-32-JW HTY EDG-32-JW HTX DG 32 JACKET WATER COOLER YES NO YES NO I No No X X X x X 3 21 -Tanks I Heat Exchangers EDG-32-JW-XTNK EDG-32-JW-XTNK DG 32 JACKET WATER EXPANSION TANK YES NO YES NO I No No X X X X X 3 21 -Tanks I Hea Exchangers EDG-32-LO HTX EDG-32-LO HTY DG 32 LUBE OIL COOLER YES NO YES NO I Nio No X X X X X 3 21 -Tanks/ Heat E.changeis EDG-33-AR-TNK 0033ART AIR RECEIVER 30 GAL TANK a 33 YES NO YES YES I No No X X X X X 3 21 -Tanks / Heat ERchangers EDG-33-AR-TNK EDG-33-AR-TNK DG 33 AIR RECEIVER TANK YES NO YES YES I Ns No X X X X X 3 21 -Tanks / Heat Eschangeis EDG-33-FO-DTNK EDG-33-FO.DTNK F 0. DAY YES NO YES NO I No No X X X X X 3 21 -Tanks! Heat E.changers EDG-33-FO-STNK EDG-33-FO-STNK F 0 STORAGE TANK 33 YES NO YES NO I No No 5 0 5 B X 3 21 -Tacks / Heat Eochangers EDG-33-JV HTX EDG-33-JW HT., DG 33 JACKET WATER COOLER YES NO YES NO I No NO 5X X 3 21 -Tacks I Hear Erchangers EDG-33-JVV-XTNK EDG-33-,N-V&#xfd;TNK DG 33 JACKET WATER EXPANSION TANK YES NO YES NO I No I No X X 5 X 3 1 21 -Tanks / Heat Exchangers I EDG-33-LO EDG-33-LO HIT)DG 33 LUBE OIL COOLER YES NO YES NO I No 1 No X X 1 X 1 X X 1 [ 21 -Tacks / Hear ForhocgerN EOG-33-LO HYX EDG-33-LO HYV OG 33 LUBE OIL COOLER YES Rio YES NO I I I No No E b b Engineering Report No. IP-RPT-12-00030 Re,. 0 Page B- 16 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN i SCREEN 2 SCREEN 3 SCREEN 4 FPre Sy Functions Aem Typ"'s4Eqau pfflant C~fTClWAS niomn EUndRrE ID SJE- EQUEMENT DES PTON Usdmgo Malntalens-a Decay I Co t R@'Aao isity Relae tsReciv Pressare neee#Heat Coatainment s Tempi eeled Control Contl Conted ReHeal Hui dity System.e Ia 3 21 -Tanks I Heat Exchangers 31A HDDT 3tA HOOT 31A HEATLESS DESSICANT DRY YES NO YES NO I No NO X X X X X 3 21 -TankstHeat Exchangers 31B HDDT 31B HOOT 31B HEATLESS DESSICANT DRY YES NO YES NO I No Nno X X X X X 3 21 -Tanks I Heat Exchangers 3KAT15 3KAT15 COMPRESSED AIR SY YES NO YES NO I No No X X X X X 3 21 -Tanks I Heat Eachangers CC-31.TK IACCHT INST. AIR COMP CLG HEAD TANK YES NO YES NO I No No X X X X X 3 21 -Tanks Heat Exchangers IA AFTERCOOL 31 00311ACJC INST AIR COMP 31 JACKET COOLER YES NO YES NO I No No X X X X X 3 21 -Tanks I Heat Exchangers IA AFTERCOOL 31 IA AFTERCOOL 31 HT; IA COMPRESSOR 31 AFTERCOOLER YES NO YES NO 1 No No X X X X X 3 21 -Tanks / Heat Exchangers IA AFTERCOOL 32 30321ACJC INST AIR COMP 32 JACKET COOLER YES NO YES NO I N/o No X X X X X 3 21 -Tanks / Heat Ecchangers IA AFTERCOOL 32 IA AFTERCOOL 32 HTX IA COMPRESSOR 32 AFTERCOOLER YES NO YES NO I No No X X X X X 3 21 -Tanks / Heat Exchangers MS-1-31 (AO) 0031ARTMSIV MSIV AIR RECEIVER TANK (MS-1-31)
YES NO YES NO I H/T No X X 3 21 -Tanks /Heat r MS.1-32 AO) 0032ARTMSIV MSIV A/R RECIEVER TANK (MS- 1-32) YES NO YES NO I NT No r X 3 21 -Tanks / Heat Excca/-, .MS-133 (AO) 0033ARTMSIV MSIV AER RECIEVER TANK (MS-1-33)
YES NO YES NO I HIT 1.o X X 3 21 -Tanks/ Heat Exchangers MS-1-3a (AO) 0034ARTMSIV MSIV AIR RECIEVER TANK (MA 1-34) YES NO YES NO I HI/ No X X 3 21 -Tanks / Heat Exchangers PW-T-TK PWV-S-TK PRIMARY YES NO YES NO I NO No X 3 21 -Tanks /Heat Eachangers ACAHRS1 ACAHRS/ RHR HTEXCH # 31 YES NO YES NO I HrT B X 3 21 -Tanks / Heat Exchangers ACAHRS2 ACAHRS2 RHR HTExCH # 32 YES NO YES NO I HIT S X 3 21 -Tanks / Heat Exchangers RWST-31 RWST-31 REFUEL VWTR STORAGE TANK YES NO YES NO 0 No B X X 3 NOTE I FI-1200 F1-1200 AFWTO SG 31 FLOWIND/CATOR YES NO NOTE I NO I No No X X 3 NOTE1 F1-1201 F1-1201 AFW TO SG 32 FLOW INDICATOR YES NO NOTE1 NO I No No X X 3 NOTE1 F1-1202 FI-1202 AFWTO SG 33 FLOW INDICATOR YES NO NOTEI NO I No No X X 3 NOTE 1 Fl. 1203 FI-1203 AFWTO SG 34 FLOW INDICATOR YES NO NOTE 1 NO I io No X X 3 NOTEO1 HC. II18A HC-1It8A t/P CONVERTER FOR AFWP 32 TURBINE SPEED CONTROL VALVE YES NO NOTEI YES I No Na a S HCV-1118E 3 NOTE I HC-405A HC-405A AFRP 32 FCVD05A HAND CONTROLLER YES NO NOTE 1 NO I No No X X 3 NOTE 1 HC-405B HC405B AFWP 32 FCV-405B HAND CONTROLLER YES NO NOTE I NO I No No X X 3 NOTE1 HC-4ODEC HC-4D5C AFAP 32 FCVA405C HAND CONTROLLER YES NO NOTE I NO I N. No X X 3 NOTE I HC-405D HC.AD5D AFWP 32 FCVA405D HAND CONTROLLER YES NO NOTE 1 NO I No No X X 3 NOTE I HC-406A HC-406A AFWP 31 FCV-4/6A HAND CONTROLLER YES NO NOTE 1 NO I No Na X X 3 NOTE I HC.406B HC-.D6B AFVVP 31 FCV-rN-E HOADD CO1ITRCLLER YES NO NOTE I NO I No No X X 3 NOTE 1 HC-406C HC-406C AFVVP 33 FCV-40tC HAND CONTROLLER YES NO NOTE 1 NO I /I t No X X 3 NOTE 1 HC-406D HC-406D AFVvP 33 FCV-4060 HAND CONTROLLER YES NO NOTE I NO I No /o X X 3 NOTE1 0033CHPD 33 CHP PULSATION DAMPENER YES NO NOTE I NO I No No X X 3 NOTE1 PFC-110 F.C-110 BORIC ACID FLOWCONTROLLER YES NO NOTEI NO I No No X 3 NOTE I SC-lAtA SC-141A 31 CHRG PP SPEED CONTROL YES NO NOTE I NO I No No X X 3 NOTE1 SC-141B 32 CHRO PP SPEED CONTROL YES NO NOTEI YES I No No X X 3 NOTE I SC-lAlC SC-141C 33 CHRG PP SPEED CONTROL YES NO NOTE1 NO I No No X X 3 NOTE t -IB33 BY INST BUS 33.33A MANUAL BY YES NO NOTE I YES I No No 3 NOTE I IB34 BY INST BUS 34 34A MANUAL BY YES NO NOTE 1 YES I No No Engineering Report No IP-RPT-12-0003Q Rev 0 Page B-17 ot"36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fine Safety Functions, ABner Types'of Equipment ,CB.UwNT ORIGINAL SBEL Eneironment UNIT (EPWfRtrISi''
suI EOBUPMENT ID EQEOP ID SSEL EQLSPMENT DESCRIPTION Undergo Maintains at..i.C Sei RC5,ar Reasto Rped PE ni Re t Pressure Itnentotry Deway CRneOutos the asipt"" Conmn IPEEE Ins TContr RihHeat Containment Instioes Funrt.s Otsde Humidity SystemR 3 NOTE 1 1831 BY INST BUS 31 31A MANUAL BY YES NO NOTE I YES I H)o N 3 NOTE 1 IB32 BY INST BUS 32,32A MANUAL BY YES NO NOTE I YES I No No 3 NOTE 1 B13 STATIC INVERTER #31 FUSE BOY YES NO NOTE 1 YES I iNo No 3 NOTE 1 B14 STATIC INVERTER #32 FUSE BOX YES NO NOTE 1 YES I No No 3 NOTE I K4C STATIC INVERTER #33 FUSE BOY YES NO NOTE I YES I No No 3 NOTE I 31AIB K50 118 VAC INST BUS 31A YES NO NOTE I NO I No No 3 NOTE I 32AIB K51 118 VAC INST BUS 32A YES NO NOTE I NO I Nto No 3 NOTE I DP31-14 DG33 CONTROL PANEL PQ2 (CH II) CIRCUIT BREAKER YES NO NOTE I YES I No No 3 NOTE I PP33-4 DIESEL GENERATOR 31 CONTROL CIRCUIT BREAKER YES NO NOTE I YES I No No 3 NOTE 1 31-BATS-FUSE BATTERY YES NO NOTE 1 YES I No No 3 NOTE I 32-BATS-FUSE BATTERY YES NO NOTE I YES I No No 3 NOTES 33-BATT-FUSE BATTERY YES NO NOTE I YES I No No 3 NOTE 1 31PP-17 31PP-17 125 VDC POWER PANEL 31 BATTERY YES NO NOTE I NO I No No 3 NOTE I 32PP-15 32PP 15 125VDC POWER PANEL 32 BATTERY YES NO NOTE 1 NO I No No 3 NOTE1 33PP-1 33PP 480V SWGR 31 BUS 2A BKR CONTROL AND BUS 2A AND 3A YES NO NOTE I NO I No No SAFEGUARDS CIRCUIT BREAKER 3 NOTE I 33PP-MAIN 33PP-MAJN POWER PANEL 33 BATT CKT BRKR YES NO NOTE I NO I No No 3 NOTE I 34PP-MAIN 34PP MAIN POWER PANEL 34 BATT CKT BRKR YES NO NOTE I NO I No No 3 NOTE 1 52JEATSA 480V BUS TIE BREAKER -BUS 6A -5A YES NO NOTE 1 YES I No No 3 NOTE I FUSE-2A-PT FUSES ON 480V BUS 2A POT SFRMR YES NO NOTE I YES I No No 3 NOTE 1 FUSE-3A-PT FUSES ON 480V BUS 3A POT XFRMR YES NO NOTE I YES I No No 3 NOTE I FUSE-SA-PT FUSES ON 480V BUS 5A POT XFRMR YES NO NOTE 1 YES I No No 3 NOTE I FUSE-6A-PT FUSES ON 480V BUS 6A POT XFRMR YES NO NOTE I YES I No No 3 NOTE 1 OTS-2A OVERCURRENT TRIP SWITCH YES NO NOTE I YES I No No 3 NOTE 1 OTS-3A OVERCURRENT TRIP SWITCH YES NO NOTE I YES I No No 3 NOTE I OTS-SA OVERCURRENT TRIP SWITCH YES NO NOTE I YES I No No 3 NOTE I OTS-6A OVERCURRENT TRIP SWITCH YES NO NOTE I YES I No No 3 NOTE I BUS 2A5-VM VOLTAGE M0NITOR YES NO NOTE I YES I No No 3 NOTE 1 BUS 3A.VM VOLTAGE MONITOR YES NO NOTE 1 YES I No No 3 NOTE I BUS 5A-VM VOLTAGE MONITOR YES NO NOTE I YES I No No 3 NOTE 1 BUS 6A-VM VOLTAGE MONITOR YES NO NOTE I YES I No Nto 3 NOTE I 52Y2A 52/0A 480V STATION SERVICE TRANSFORMER NO 2 BREAKER YES NO NOTE 1 YES I No No 3 NOTE 1 5J2SAT3A 52O2AT3A 480V BUS TIE BREAKER BUS 2A -3A YES NO NOTE I YES f No No 3 NOTE I 52r2AT5A 52ATSA B48V BUS TIE BREAKER -BUS 2A -5A YES NO NOTE I YES I No NO 3 NOTE I 52/3A 5213A 480V STATION SERVICE TRANSFORMER NO 3 BREAKER YES NO NOTE I YES I No No 3 NOSE I 52J3AT6A O523AT6A 480SSBUS TIE BREAKER -BUS 3A -6A YES SO NOTE I YES I No No 3 NOTE 1 5/SBA 52/5A 480V STATION SERVICE TRANSFORMER NO 5 BREAKER YES SO NOTE 1 YES I No No Engineering Report No IP-RPT-12-00039 Rev 0 Page B-18 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Accrn. Types of'Equiptnent CURRENT OIGINAL SSEL Envronment UNIT (E El s E IEIT 10 E lP SSEL EQUIPMENT DESCRIPTION Undero Maintains Sets rnPEE least one of High Reactivity Pressure Inventory ContlDnml""t t C on ,fgurb o the 5 Safety RT OcedpI Bo ost'd Conltol Control Control R He a Cotv Inspecitlon Functions Oultside Hu.idIty System (110) _TI _ _3 NOTE I 52/EA 52/6A 480V STATION SERVICE TRANSFROMER NO 6 BREAKER YES NO NOTE I YES I No No 3 NOTE I 52/MCC3 52/MCC3 33MCC SUPPLY YES NO NOTE I YES I No No 3 NOTE 1 52/MCC4 52/MCC4 34MCC SUPPLY YES NO NOTE 1 NO I No No 3 NOTE 1 52/MCCDA 52/MDC6A 36AMCC SUPPLY YES NO NOTE I YES I No No 3 NOTE 1 52/MCC6B 52JMCC68B 36BMCC SUPPLY YES NO NOTE I YES I No No 3 NOTE I 52JMCC6C 52MCC6C 36CMCC SUPPLY YES NO NOTE I YES I No No 3 NOTE i 52JMCCT 521MCC7 37MCC SUPPLY YES 1NO NOTE 1 NO I No No 3 NOTE I E2/MCC9 52/MCC9 39MCC SUPPLY YES NO NOTE 1 YES I No No 3 NOTE 1 TB X.32 RELAY YES NO NOTE I NO I No No 3 NOTE I TBY RELAY YES NO NOTE I NO I No No 3 NOTE 1 52/AF1 52JAF 1 31 AUXILIARY YES NO NOTE 1 YES I No No 3 NOTE I 52/AF3 52/AF3 33 AUXILIARY YES 110 NOTE 1 YES I No No 3 NOTE 1 FT-1200 FT-1200 AFW TO SG 31 FLOW TRANSMITTER YES NO NOTE 1 NO I NO No 3 NOTE 1 FT- 1201 FT-1201 AFW TO SG 32 FLOW TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE I F.1202 FT-1202 AFWTO SG 33 FLOW TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE I FT-1203 FT-1203 AFWTOSG34FLOWTRANSMITTER YES NO NOTE1 NO I No No 3 NOTE I P1-1260 PI-1260 AFW 31 DISCHG PRESS INDICATOR YES NO NOTE 1 NO I NO No 3 NOTE 1 Pl-1261 P1-1261 AFW 32 DISCHG PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 PI-1262 PI-1262 AFW 33 DISCHG PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 PM-405A PM-405A CTRL VLV FCV-405A I/P TRANSDUCER YES NO NOTE 1 NO I No No 3 NOTE 1 PM-405B PM-OSB CTRL VLV FCV4058 I1P TRANSDUCER YES NO NOTE 1 NO I No No 3 NOTE I PM-405C PM-405C CTRL VLV FCVYS05C lIP TRANSDUCER YES NO NOTE I NO I rJo N..3 NOTE 1 PM-405D PM-05D CTRL VLV FCV-405D /IP TRANSDUCER YES NO NOTE I NO I No No 3 NOTE I PM406A PM-406A SG #31 FWVALVES HI SEL YES NO NOTE 1 NO I No No 3 NOTE 1 PM406B PM-406D SG #32 PFW VALVES SIG HI SEL YES NO NOTE I NO I No No 3 NOTE I PM4-05C PM-06C SG #33 FPN VALVES SIG HI SEL. YES NO NOTE 1 NO I No N1 3 NOTE I PM-406D PM-406D SG 034 FW VALVES SIG HI SEL YES N 0 NOTE I NO I No No 3 NOTE I PM-406E PMD406E CTRL VLV FCVY-06A I/P TRANSDUCER YES 110 NOTE 1 NO I No N.o 3 NOTE 1 PM.-06F PM-406F CTRL VLV FCVY068 I/P TRANSDUCER YES NO NOTE I YES I No No 3 NOTE I PM-406G PMAI06G CTRL VLV FCV 406C 1IP TRANSDUCER YES NO NOTE 1 NO I NO No 3 NOTE I PM-406H PM-b06H CTRL VLV FCV 406D UIP TRANSDUCER YES NO NOTE 1 NO I NO No 3 NOTE i PT-1260 PT-120E APW 31 DISCHG PRESS TRANSMITTER YES NO NOTE 1 NO I 1No 11o 3 NOTE 1 FT-1261 PT-1261 APW 32 DISCHG PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE I PT- 1262 PT.1262 AFPIV 33 DISCHG PRESS TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE 1 PT-406A PT.406A 31 APFV PP DISCH PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE 1 PT-406S PT.40OB 33 APFS PP DISCH PRESS TRANSMITTER YES NO NOTE I NO I N1 NO 3 NOTE I i2/CCl 5iCC1 31 COMPONENT COOLING WATER PUMP BREAKER YES NO NOTE I YES I No No Engineering Repori No IP-RPT-12-OOO30 Rev. 0 Page B-19 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Fine Safty Functions A- T, -p oTEEqolpee tl UNI T' CURIPMNT I O UINAL.SSL EOKO11PMRENTI E0QU10PID SSEL EQLEIPMENT DESCRIPTION Seismti Undergo Maintaliat Enoon Regular least one of Replace" IgPEEE id. ml Cordn4wgron the S RSety Templ Borated Inspectlons Functions Ootside Humidiy System (110) Hit St Reontiity Pressure Inveetory Control Control Control Decay Heel Removal Containment 3 NOTE I 52/CC2 52/CC2 32 COMPONENT COOLING WATER PUMP BREAKER YES NO NOTE I YES I No No 3 NOTE 1 52/CC) 52/CC2 33 COMPONENT COOLING WATER PUMP BREAKER YES NO NOTE I YES I N. No 3 NOTE I PI-6lA /I-C33A CCWOHEADENT LOWOINGICATOER YES NO NOTE I NO I No No 3 NOTE 1 FI-601B FI-601B CCW HEADER FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 FT-601A FT-601A CCW HT, OUTLET FLOW M NO NOTE 1 NO I No No 3 NOTE 1 FT-601B FT-6018 CCW HTX OUTLET FLOW YES NO NOTE I NO I No No 3 NOTE 1 LI-628B LI-628B CCW SURGE TANK # 31 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 LI-629B LI-6298 CCW SURGE TANK # 32 LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE I LT-628 LT-628 CCW SURGE TANK # 31 LEVEL TRANSMITTER YES NO NOTE I YES I No No 3 NOTE 1 LT-629 LT-629 CCW SURGE TANK # 32 LEVEL TRANSMITTER YES NO NOTE 1 YES I No No 3 NOTE I LT-1128 LT-1t28 COND STG TANK LEVEL TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE I LT-132BA LT.-I128A CONG STG TANIK LEVEL TRANSMITT ER YES NO NOTE NO I No No 3 NOTE 1 52/CRF1 52/CRF I 31 FAN COOLER UNIT BREAKER YES NO NOTE I YES I No No 3 NOTE I 52JCRF2 52/CRF2 32 FAN COOLER UNIT BREAKER YES NO NOTE 1 YES I No No 3 NOTE I 52/CRF3 52/CRF3 33 FAN COOLER UNIT BREAKER YES NO NOTE 1 YES I No No 3 NOTE 1 52/CRF4 52/CRF4 34 PAN COOLER UNIT BREAKER YES NO NOTE t YES I No No 3 NOTE 1 52/CRF5 521CRF5 35 FAN COOLER UNIT BREAKER YES NO NOTE I YES I No No 3 NOTE I CRPI CONTROL ROD CLUSTER POSITIVE INDICATOR YES NO NOTE I YES I No No 3 NOTE 1 52/CS1 52/CS1 31 CONTAINMENT SPRAY YES NO NOTE 1 YES I No No 3 NOTE I 52/CS2 52/CS2 32 CONTAINMENT SPRAY YES NO NOTE 1 YES I No No 3 NOTE 1 003/CHPS 31 CHARG PMP SUCT STABILIZER SEPARATOR YES NO NOTE I YES I No B 3 NOTE I 0032CHPS 32 CHARG PMP SUCT STABILIZER SEPARATOR YES NO NOTE I YES I No B 3 NOTE 1 0033CHPS 33 C-ARG PMP SUCT STABILIZER SEPARATOR YES NO NOTE 1 YES I No B 3 NOTE I 52/Cl 52/Cl 31 CHARGING PUMP BREAKER YES NO NOTE 1 YES I No No 3 NOTE 1 52/C2 52/C2 32 CHARGING PUMP BREAKER YES NO NOTE I NO I No No 3 NOTE 1 52/C3 52/C3 33 CHARGING PUMP BREAKER YES NO NOTE I YES I No No 3 NOTE I CH-AOV-310 CH-310 DEBORATING DEMIN DIVERSION YES FIG NOTE I NO i No B 3 NOTE I FI-115A FI-i15A SEAL INJ FLOWINDICATOR YES NO NOTE I NO I No No 3 NOTE 1 Fi-I 16A FI- 16A SEAL NJ FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE1 FI-128B F1-1288 CHG FLOW TO REG HX INDICATOR YES NO NOTE I NO I No No 3 NOTE1 FI-134 F1-134 LETDOWN FLOW INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 FI-143A FI-143A SEAL INJ FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE I FI-144A FI-144A SEAL INJ FLOWINDICATOR YES NO NOTE 1 NO I No No 3 NOTE I FIC-111 FIC-111 PRIMARY YES NO NOTE I NO I No No 3 NOTEI FIT111 FIT-111 PRMWTRFLOWINOZXMTR YES NO NOTE1 NO I No No 3 NOTE I FIT-156A FIT-156A RCP 34 SEAL LEAKOFF FLOWTRANSMITTER YES NO NOTE 1 YES I F/T B 3 NOTE I FIT-1568 FIT-156S RCP 34 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE 1 YES I 1/T B Enioneering Report No IP-RPT-12-00039 Rev. 0 Page B-20 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 1 SCREEN 3 SCREEN 4 Fiue Safety Functions Accre Twi!t f E"Mfpr BE!T IEP Yuleq&#xfd;4t=WZoss EQUIPENT OR UIGNAL SOEL EQUIPMENT ID I pt3itd REEL EQEIPMENT Selmetl Undergo Regutar Itmnepedlons Maintrsm at thene'Sa IRece IPEEE Functions Oteeldet OutSide (1/0)Environment High Teimpn Bonated Humidity System R Uvlity Pressure Cotitol Control Inventory tey Cootrol mo Containment 33IM 3 NOTE i FIT 157A FIT 157A RCP 33 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE 1 YES I HIT B 3 NOTE 1 FIT-157B FIT-157B RCP 33 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE 1 YES I HIT B 3 NOTE 1 FIT-158A FIT-158A RCP 32 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE I YES I HIT B 3 NOTE I FIT-158B FIT-158B RCP 32 SEAL LEAKOFF FLOWTRANSMITTER YES NO NOTE I YES I HIT B 3 NOTE 1 FIT-159A FIT-159A RCP 31 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE 1 YES I HIT B 3 NOTE 1 FIT-159B FIT-159B RCP 31 SEAL LEAKOFF FLOW TRANSMITTER YES NO NOTE 1 YES I HWT B 3 NOTE 1 FR 156 FR-156 34 RCP SEAL LEAKOFF FLOW YES NO NOTE 1 NO I H/T B 3 NOTE 1 FR 157 FR-157 33 RCP SEAL LEAKOFF FLOW YES NO NOTE I NO I H/T B 3 NOTE I FR-158 FR-158 32 RCP SEAL LEAKOFF FLOW YES NO NOTE I NO I HIT B 3 NOTE 1 FIR 159 FR-159 3i RCP SEAL LEAKOFF FLOW YES NO NOTE I YES I HNT B 3 NOTE I FT- 115A FT 115A SEAL INJ. FLOW TRANSMITTER YES NO NOTE I NO I No B 3 NOTE I FT-1 16A FT-1 16A SEAL INU FLOW TRANSMITTER YES NO NOTE I NO I No B 3 NOTE 1 FT-128 FT 128 CHGFLOWTOREG HX TRANSMITTER YES NO NOTE I NO I No No 3 NOTE I FT 134 FT 134 LETDWNFLOWTRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE I FT-143A FT-143A SEAL NJ FLOW TRANSMITTER YES NO NOTE I NO I No No 3 NOTE I FT-144A FT-144A SEAL INJ FLOWTRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE 1 LI-102 LI-102 BORIC ACID STORAGE TANK #32 LEVEL INOICATOR YES NO NOTE I NO I No No 3 NOTE 1 LI 106 U-106 BORIC ACID STORAGE TANK #31 LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 LI-1 12 Li- 112 VCT LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 LT-102 LT-I02 BORIC ACID STORAGE TANK #32 LEVEL TRANSMITTER YES NO NOTE 1 NO I No B 3 NOTE I LT-106 LT-106 BORIC ACID STORAGE TANK #31 LEVEL TRANSMITTER YES NO NOTE 1 NO I No B 3 NOTE I LT-112 LT-112 VCT LEVEL TRANSMITTER YES NO NOTE I NO I No B 3 NOTE I Pl- 135 PI 135 NON REGEN HX OUTLET LETDOWN PRESS INDICATOR YES NO NOTE I NO i No No 3 NOTE 1 PI 139 P1-139 VCT PRESSURE INDICATOR YES NO NOTE I NO I No No 3 NOTE I PI-142B PI-1428 CHG PP DISCH PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 PT 135 PT-135 NON REGEN HX OUTLET LETDOWN PRESS TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE 1 PT. 139 PT-139 VCT PRESSURE TRANSMITTER YES N00, NOTE 1 NO I No Nl 3 NOTE I PT- 142 PT.142 CHG PP DISCH PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE 1 Y Y BORIC ACID FLOW TOTALIZER YES NO NOTE I NO I No No 3 NOTE I CPT-29-iN)
FUSE (NEG) AT SWGR31 CPT29 YES NO NOTE t YES I No No 3 NOTE I CPT,29-(P)
FUSE (POS) AT SWGR31 CPT29 YES NO NOTE I YES I No No 3 NOTE 1 D31-F10 FUSE FiS(POS) YES NO NOTE I YES I No No 3 NOTE 1 031-FIl FUSE F11(NEG) YES NO NOTE I YES I No No 3 NOTE I 032 F10 FUSE FITPOS) YES NO NOTE I YES I No No 3 NOTE I D32-F I FUSE F I INEG) YES NO NOTE 1 YES I No No 3 NOTEI D33-Fl0 FUSE F 10(POSI YES NO NOTE I YES I No No 3 NOTE I D33-Fl I FUSE F 11(NEG) YES NO NOTE 1 YES I No No Engineering Report No. IP-RPT-12-00039 Rev 0 Pane B-21 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Salety Functions Accn Types of.,Equipmnent CUIRRENT SSEL Envinoment UANT nqu ssm EeUt PUENT to "O"IL SSEL EQUIPMENT DESCIPTION Undergo Malntdans a Eecay UMT Eq tCE TEQUIPID Seismi Re f et net PEE High Reatty Pressre Inventory oa C 1 oWJ..ato heS.ty Replaced IPEEE Hignside/t PS. on-torol H Containment Irin se s FOndlmt nutside Tempi B orated Cont Col Control Removal Humidity System liTo ITH)3 NOTE I PP31-4(N)
NEG FUSE FOR SWGR31 CPT18(52'EG3I YES NO NOTE I YES I No No 3 NOTE 1 PP31-4(P)
POS FUSE FOR SWGR31 CPT18(521EG3)
YES NO NOTE I YES I No No 3 NOTE 1 PP32-8(-)
FUSE(.) FOR SWGR32 CPT1I5(52EG2I YES NO NOTE I YES I No No 3 NOTE 1 PP32-8(*)
FUSE(-] FOR SWGR32 CPT15(52./EG2)
YES NO NOTE 1 YES I No N 3 NOTE I EDG-31 CCR WATT .DCR DG 31 BUS OUTPUT WATTMETER TRANSDUCER YES NO NOTE I YES I No No 3 NOTE I EDG 32 CCR WA1T XDCR DG 32 BUS OUTPUT WATTMETER TRANSDUCER YES NO NOTE 1 YES I No No 3 NOTE 1 EDG-33 CCR WATT XDCR DG 33 BUS OUTPUT WATTMETER TRANSDUCER YES NO NOTE I YES I No No 3 NOTE I 52/EG1 521EGI DIESEL GENERATOR 31 BREAKER YES NO NOTE I YES I No No 3 NOTE I 52/EG2 52/EG2 DIESEL GNERATOR 32 BREAKER YES NO NOTE 1 YES E No No 3 NOTE I 52IEG3 52IEG3 DIESEL GENERATOR 33 BREAKER YES NO NOTE 1 NO I No No 3 NOTE 1 ACV(GEN)-I ACV(GEN)-1 DG 31 SY YES NO NOTE I NO I SN No 3 NOTE I ACV(GEN)-2 ACV(GEN)-2 0G 32 SY YES NO NOTE I NO I No No 3 NOTE I ACV(GEN)-3 ACV(GEN)-3 DOG 33 SY YES NO NOTE I NO I No No 3 NOTE 1 P1-1144 PI-1144 STATION AIR NUCL SERV PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 PI.1192 P1-1192 IACC WATER PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 PT-1 144 PT-1144 STATION AIR NUCL SERV PRESS TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE 1 PT-1192 PT-1192 IACC WATER PRESS TRANSMITTER YES NO NOTE I EO I lie No 3 NOTE I LI-417A LI1AlTA SG 31 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 LI-417D LI-417D SG 31 LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE I LI427A LI-427A SG 32 LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE I LIA2TD LI-4270 SG 32 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I LIA37A LI-437A SG 33 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I LI-437D LI-4370 SG 33 LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE I LI-447A LI-447A SG 34 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I LI-4470 LI-447D SG 34 LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I LR-417 LR417-1 SG 31 LEVEL RECORDER YES NO NOTE I YES I No No 3 NOTE 1 LR-417 LR41T-2 SG 32 LEVEL RECORDER YES ;40 NOIE1 YES I No No 3 NOTE I LR-437 LR-437 1 SG 33 LEVEL RECORDER YES 1NO NOTE I YES I No No 3 NOTE I LR-437 LR-43722 SG 34 LEVEL RECORDER YES NO NOTE I YES I No No 3 NOTE I LT417A LT-417A SG 31 LEVEL TRANSMITTER YES NO NOTE I NO I HIT No 3 NOTE 1 LT417D LT-417D SG 31 LEVEL TRANSMITTER YES NO NOTE I NO I HlT No 3 NOTE 1 LT-427A LT-427A SG 32 LEVEL TRANSMITTER YES NO NOTE I NO I HIT No 3 NOTE I LU-427D LT-427D SG 32 LEVEL TRANSMITTER YES NO NOTE 1 NO I HIr No 3 NOTE 1 LT-437A LT-437A SG 33 LEVEL TRANSMITTER YES NO NOTE 1 YES I -VT No 3 NOTE 1 LT-437D LT-437D SG 33 LEVEL TRANSMITTER YES NO NOTE 1 NO I cIT No 3 NOTE I LT-447A LT-447A SG 34 LEVEL TRANSMITTER YES NO NOTE 1 NO I H/T No 3 NOTE I LT-447D LT-447D SG 34 LEVEL TRANSMITTER YES NO NOTE 1 NO I HIT No Engineering Repor No. IP-RPT-12-0003q Rev. 0 Page B-22 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Acorn. .j~sfEupment CURN TRGC SE niomn~~~~~~~E TyS~cpto URN tIASE SEL EQUIPMENT DESCRIPTION Undergo Maintains at U9o IElaoo 1000 k.t It-tie Iysimc*4ar IasEE n- of Reactioity Pressure Inoenitoy Decay"Ins "'ions Functins Outside Temp!l Rorated Ct Cachto Control Ro 1110 Huidity System 3 NOTE ! FI-419A FI-41SA SG 31 STEAM FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE ! FI-4195 FI-419B SG 31 STEAM FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 FI.429A FI-429A SG 32 STEAM FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE ! FI-4298 FI-4298 SG 32 STEAM FLOW INDICATOR YES NO NOTE 1 NO I No N1o 3 NOTE ! FI-439A FI-439A SG 33 STEAM FLOW INDICATOR YES NO NOTE 1 NO I NS No 3 NOTE ! FI-4398 FI-439B S0 33 STEAM FLOW INDICATOR YES NO NOTE 1 NO I No No 3 NOTE ! FI-449A FI-449A SG 34 STEAM FLOW INDICATOR YES NO NOTE ! NO I No No 3 NOTE I FI-449B F1449B SG 34 STEAM FLOW INDICATOR YES NO NOTE ! NO I No No 3 NOTE 1 FT-419A FT-419A SG 31 STEAM FLOW TRANSMITTER YES NO NOTE 1 10 I HIT S 3 NOTE ! FT-419B FT419B SG 31 STEAM FLOW TRANSMITTER YES NO NOTE ! NO I HIT S 3 NOTE ! FT-429A FT-429A SG 32 STEAM FLOW TRANSMITTER YES NO NOTE 1 NO I I-O B 3 NOTE ! FT-429B FT-429B SG 32 STEAM FLOW TRANSMITTER YES N1O NOTE I NO I HIT S 3 NOTE ! FT-439A FT439A SG 33 STEAM FLOW TRANSMITTER YES NO NOTE ! NO I H-0 B 3 NOTE ! FT-439B FT-439B SG 33 STEAM FLOW TRANSMITTER YES NO NOTE 1 NO I HWI B 3 NOTE ! FT-449A FT-449A SG 34 STEAM FLOW TRANSMITTER YES NO NOTE I NO I HIT B 3 NOTE ! FT-449B FT-49B SG 34 STEAM FLOW TRANSMITTER YES NO NOTE ! NO I HWI B 3 NOTE I PC-419 PCF419 SG #31 STEAM PRESS CONTROLLER YES NO NOTE ! YES I No No 3 NOTE ! PC-42S PC-429 SG #32 STEAM PRESS CONTROLLER YES NO NOTE I NO I No No 3 NOTE ! PC-439 PC-439 SG 033 STEAM PRESS CONTROLLER YES NO NOTE I YES I No No 3 NOTE 1 PC-449 PC449 SG #34 STEAM PRESS CONTROLLER YES NO NOTE 1 NO I No No 3 NOTE ! PI-419A PI-419A SG 31 STEAM PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 P1-19B PI-lB S 31 STEAM PRESS INDICATOR YES NO NOTE ! NO I No No 3 NOTE I P1-419C P1-419C SG 31 STEAM PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I P1429A PI429A SG 32 STEAM PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I PI-429B PI4298 SG 32 STEAM PRESS INDICATOR YES NO NOTE ! NO I No No 3 NOTE 1 P?-429C P1-429C SG 32 STEAM PRESS INDICATOR YES NO NOTE 1 NO I No No 3 NOTE ! PI-439A P1439A SG 33 STEAM PRESS INDICATOR "0 NO NOTE ! NO I No No 3 NOTE ! PI-439B P1439B SG 33 STEAM PRESS INDICATOR YES NO NOTE ! NO I No No 3 NOTE 1 PI-439C P1-439C S 33 STEAM PRESS INODCATOR YES NO NOTE ! NO I No No 3 NOTE 1 P1449A PI-449A SG 34 STEAM PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE ! Pl-449B PI-49B SG 34 STEAM PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE P1-449C P? 449C SG 34 STEAM PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 PM-419-1 PM-4191 PRESSURE SIGNAL CONVERTER CONDITIONER YES NO NOTE I NO I No No 3 NOTE ! PM-429-1 PM-4291 PRESSURE SIGNAL CONVERTER CONDITIONER YES NO NOTE 1 NO I No No 3 NOTE 1 PM-439-1 PM-4391 PRESSURE SIGNAL CONVERTER CONDITIONER YES NO NOTE 1 NO I No lb 3 NOTE 1 PM-449-1 PM-441 PRESSURE SIGNAL CONVERTER CONDITIONER YES NO NOTE ! NO I No No 3 NOTE ! PT-419A PT-41RA SG 31 STEAM PRESS TRANSMITTER YES NO NOTE 1 NO I HIT No Engineering Report No IP-RPT-12-i10036 Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-23 of 36 TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 Floe Safety Functions ACam"l u+Enq)f:ulptg!" CURRN ORIGIW SSEL Environment Ac'Ine Types oIEqu. larer) E ENTID OI U/ID"LESE SSEL EQUIPMENT DESCRIPTION Undergo Maintains at" P I ' ,IID Seismic1 ""to Hig Reac" Pressure In-etory esy UNT (ERMRrlCepCtl-l EQUM ID EIIS c R ar Ty Replaced IPEEE Inside/ High Reyonon e Containment Inspections Functionh Outside Tempi Bocalmd Control Co 1 Contol Re..o..(1101 Humidlty System (110) (Till)3 NOTE I PT.419B PT4i19B SG 31 STEAM PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE 1 PT-419C PT-419C SG 31 STEAM PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE I PT-429A PT-429A SG 32 STEAM PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTE I PT-429B PT-429B SG 32 STEAM PRESS TRANSMITTER YES NO NOTE 1 NO I No No 3 NOTE I PT-429C PT-429C SG 32 STEAM PRESS TRANSMITTER YES NO NOTE I NO I N No 3 NOTE I PT-439A PT-439A SG 33 STEAM PRESS TRANSMITTER YES NO NOTE I NO I HIT No 3 NOTE I PT-439B PT.4398 SG 33 STEAM PRESS TRANSMITTER YES NO NOTE I NO I lI-T No 3 NOTE I PT-439C PT-439C SG 33 STEAM PRESS TRANSMITTER YES NO NOTE I NO I HrT No 3 NOTE 1 PT-449A PT-449A SG 34 STEAM PRESS TRANSMITTER YES NO NOTE 1 NO I HIT No 3 NOTE I PT-449B PT-449B SG 34 STEAM PRESS TRANSMITTER YES NO NOTE I YES I ITT No 3 NOTE 1 PT-449C PT-449C SG 34 STEAM PRESS TRANSMITTER YES NO NOTE I NO I I-T It 3 NOTE 1 LR-1253 LR-1253 VC PARAMETERS CONTAINMENT LEVEL RECORDER YES NO NOTE 1 NO I No No 3 NOTE I LR-1254 LR-1254 VC PARAMETERS CONTAINMENT LEVEL RECORDER YES NO NOTE I NO I No No 3 NOTE I LT-1253 LT- 1253 VC PARAMETERS CONTAINMENT LEVEL TRANSMITTER YES NO NOTE I NO I N No 3 NOTE I LT-1254 LT-1254 VC PARAMETERS CONTAINMENT LEVEL TRANSMITTER YES NO NOTE I NO r No No 3 NOTE 1 N-31 PRE-AMP ASSY FEt PREAMPUFIER FOR NE-31 YES NO NOTE I NO I No No 3 NOTE I N-32 PRE-AMP ASSY FE2 PREAMPLIFIER FOR NE-32 YES NO NOTE 1 NO I No No 3 NOTE 1 N4d4B NI 448 POWER RANGE METER YES NO NOTE i NO I No No 3 NOTE 1 NI-31-t01 NI 31B SOURCE RANGE COUNT RATE METER YES NO NOTE I NO I No No 3 NOTE I NI-31-102 NI 31D SOURCE RANGE COUNT RATE METER YES NO NOTE 1 NO I No No 3 NOTE I NI-32.101 NI 32B SOURCE RANGE COUNT RATE METER YES NO NOTE I NO I No No 3 NOTE I NI-32-102 NI 32D SOURCE RANGE COUNT RATE METER YES NO NOTE I NO I No No 3 NOTE I NI-35Bt NI 358 INTERMEDIATE RANGE METER YES NO NOTE I NO I No No 3 NOTE I NI-35D NI 35D INTERMEDIATE RANGE METER YES NO NOTE I NO I No No 3 NOTE I NI-368 NI 36B INTERMEDIATE RANGE METER YES NO NOTE I NO I No No 3 NOTE 1 NI-36D NI 36D INTERMEDIATE RANGE METER YES NO NOTE I NO I No No 3 NOTE I NI-41B N141B POWEP PO.NGE METER oES NO NOTE I NO I No No 3 NOTE I NIAlC NI 41C POWER RANGE METER YES NO NOTE I NO I No No 3 NOTE 1 NI-42B NI 42B POWER RANGE METER YES NO NOTE I NO I No tio 3 NOTE I NI 42C POWER RANGE METER YES NO NOTE I NO I No No 3 NOTE I NI43B NI 43B POWER RANGE METER YES NO NOTE 1 NO I No No 3 NOTE I Ni43C NI 43C POWER RANGE METER YES NO NOTE 1 NO I No No 3 NOTE 1 Ni-44C NI 44C POWER RANGE METER YES NO NOTE I NO I No No 3 NOTE I PR.1421 PR-1421 CONTAINMENT PRESSUE RECORDER YES NO NOTE 1 NO I No No 3 NOTE I PR-1422 PR-1422 CONTAINMENT PRESSUE RECORDER YES NO NOTE 1 NO I NO No 3 NOTE I PT-1421 PT-1421 CTMT PRESSURE TRANSMITTER YES NO NOTE I NO 1 No No 3 NOTE 1 PT-1422 PT-1422 CTMT PRESSURE TRANSMITTER YES NO NOTE I NO I No No Engineering Report No. IP-RPT-12-00039 Rev. 0 Page B-24 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Acorn TypeSo. Equipmt CURRENT ORIGINALSSEL nSEL EQUIPMENT DESCRIPTION Und nett tec UIJ~T ( Lq'1 Ulntu sla) E-tWMENT ID V-AJIRIO" SEEUPMN ERIO el Urdetg Maintalm; atDea TSemic Regular ienst 6 r l P High Resoolvity Pressure In'etory Hiea Cynttneml I Cortigaratim Ow. S'iifety Replaced IPEEE lInsidel Highro H-r1 Co" ealv I Cfiurdcc SteASet Temp) Swtatted Tep Control Control Comnt "Jl tcsp.&uI.
Functins Outside Humidity System (110) ITIH)3 NOTE I PT-402 PT-402 LOOP 31 HOT LEG PRESSURE TRANSMITTER YES NO NOTE 1 NO I H7T B 3 NOTE 1 PT-403 PT-403 LOOP 34 HOT LEG PRESSURE TRANSMITTER YES NO NOTE 1 NO I HIT B 3 NOTE 1 Y Y DEMINERALIZED WATER FLOW TOTALIZER YES NO NOTE 1 NO I No No 3 NOTE 1 Fi 414 FI-414 RX COOLANT LOOP 1 FLOWINDICATOR CH I YES NO NOTE 1 NO I No No 3 NOTE I FI.415 FI-415 RX COOLANT LOOP 1 FLOWINDICATOR CH II YES NO NOTE I NO I Ho No 3 NOTE 1 F1424 FIA24 RX COOLANT LOOP 2 FLOW INDICATOR CH I YES NO NOTE 1 NO I No No 3 NOTE1 FI-425 FI-425 RX COOLANT LOOP 2 FLOW INDICATOR CHII YES NO NOTEI NO I No No 3 NOTE I FI-434 F1-434 RX COOLANT LOOP 3 FLOW INDICATOR CH I YES NO NOTE I NO I No No 3 NOTE 1 FI-435 FI-435 RX COOLANT LOOP 3 FLOW INDICATOR CH II YES NO NOTE1 NO I No No 3 NOTE 1 FI-444 Fi-444 RN COOLANT LOOP 4 FLOW INDICATOR CH I YES NO NOTE I NO I No No 3 NOTE 1 FP-445 FP-45 RX COOLANT LOOP 4 FLOW INDICATOR CH Il YES NO NOTE I NO I No No 3 NOTE I FI-S46A FI-R46A RHR TO RCS 34 COLD LEG FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE I FI-946B FI-g46B RHR TO RCS 33 COLD LEG FLOW INDICATOR YES NO NOTE 1 NO I No No 3 NOTEI FI-946C FI-946C RHR TO RCS 32 COLD LEG FLOW INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I FI-946D FI-946D RHR TO RCS 31 COLD LEG FLOW INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 FT-414 FT-414 RX COOLANT LOOP 1 FLOW TRANSMITTER CH I YES NO NOTE1 YES I HfT 8 3 NOTEI FT415 FT-415 RXCOOLANT LOOP t FLOWTRANSMITTERCHII YES NO NOTE1 YES I HrT B 3 NOTE I FT-424 FT-24 RX COOLANT LOOP 2 FLOW TRANSMITTER CH I YES NO NOTE I YES I H/T B 3 NOTE 1 FT-425 FT-425 R, COOLANT LOOP 2 FLOW TRANSMITTER CH 11 YES NO NOTE1 YES I Hor B 3 NOTE 1 FT-434 FT.434 RX COOLANT LOOP 3 FLOW TRANSMITTER CH I YES NO NOTE I YES I PT B 3 NOTE I FT-435 FT-435 RX COOLANT LOOP 3 FLOWTRANSMITTER CHII YES NO NOTE1 YES I H1T B 3 NOTE 1 FT-444 FT-4A4 RX COOLANT LOOP 4 FLOW TRANSMITTER CH I YES NO NOTE I YES I -T B 3 NOTE I FT-445 FT-445 RX COOLANT LOOP 4 FLOWTRANSMITTER CH I1 YES NO NOTE 1 YES I HIT B 3 NOTE 1 FT-946A FT-946A RHR TO RCS 34 COLD LEG FLOW TRANSMITTER YES NO NOTE 1 NO I HoT B 3 NOTE1 FT-9468 FT-946B RHR TO RCS 33 COLD LEG FLOW TRANSMITTER YES NO NOTE 1 NO I HIT B 3 NOTE I FT-946C FT-946C RHR TO RCS 32 COLD LEG FLOW TRANSMITTER YES NO NOTE 1 NO I HoT B 3 NOTE I FT-946D FT-N46D RHR TO RCS 31 COLD LEG FLOW TRANSMITTER YES NO NOTE i NO I HfT B 3 NOTE E LI-45S LI-A59 PRESSURIZER INDICATOR CH I YES NO NOTE 1 NO I No No 3 NOTE 1 LI-460 LI-460 PRESSURIZER INDICATOR CH IF YES NO NOTE I NO I No No 3 NOTE LI-461 U-61 PRESSURIZER INDICATOR CH III YES NO NOTE 1 NO I No No 3 NOTE I LI-462A LI-452A PRESSURIZER INDICATOR YES NO NOTE 1 NO I Fio No 3 NOTE I LI-470 LI-470 PRT LEVEL INDICATOR YES NO NOTE 1 NO I No No 3 NOTEl LT- 1311 LI-1311 RVWL NARROW RANGE INDICATOR YES NO NOTEI NO I No No 3 NOTE I LT-1311 LT-1311 RX VESSEL LEVEL TRANSMITTER NARROW RANGE YES NO NOTE 1 NO I No No 3 NOTEI LT-1312 LI-1312 RVWL WIDE RANGE INDICATOR YES NO NOTE1 NO I No No 3 NOTEI LT- 1312 LT-1312 R, VESSEL LEVEL TRANSMITTER WIDE RANGE YES NO NOTEI NO I No No 3 NOTE 1 LT-1321 LI-1321 RVWL NARROW RANGE INDICATOR YES NO NOTE I NO I No No Engineering Repon No. IP-RPT-12-00030 Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-25 of 36 TABLE 1 BASE LIST SCREEN &#xb6; SCREEN 2 SCREEN 3 SCREEN 4 Five Saety FunctionsTypes of srasot q iFJRRfT 01tIM/ SlE EJ~roment UoT CURj E ID A EL SSEL EOUIP.IMENT DESCRJPllON Undergo MaintaJns at T EP Selmsi Ro tt one of Re High Ractivity Pressure Inventory De Coy 1 nftrefon pi. .. Ifelae IPEEE InsieW Hg Hand Containnment SuMRoely Roeate Teop/ Borated Con"d Control Control Remal lsIhsIetionq u usd (110) Hunidity Systm (TIH)3 NOTE I LT-1321 LT-1321 Rx VESSEL LVL TRNSMTR NARROW RANGE (RVLIS-B)
YES NO NOTE I NO I No No 3 NOTE 1 LT-1322 LI-13-12 RVWL WODE RANGE INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I LT-1322 LT-1322 RX VESSEL LEVEL TRNSMTR WODE RAJIGE (RVLIS-B)
YES NO NOTE 1 NO I HIT No 3 NOTE I LT-459 LT-459 PRESSURIZER LEVEL TRANSMITTER CH I YES NO NOTE I NO I HIT B 3 NOTE t LT460 LT460 PRESSURIZER LEVEL TRANSMITTER CH II YES NO NOTE 1 NO I HIT B 3 NOTE I LT-461 LT-461 PRESSURIZER LEVEL TRANSMITTER CH III YES NO NOTE 1 NO I HIT B 3 NOTE I LT-462 LT-62 PRESSURIZER LEVEL TRANSMITTER CH IV YES NO NOTE 1 NO I H-IT B 3 NOTE I LT-4A0 LT-470 PRT LEVEL TRANSMITTER YES NO NOTE 1 YES I H/T B 3 NOTE 1 PBUI1 PBU1 PRESSURIZER HEATER BACKUP GROUP 31 YES NO NOTE I NO I No No 3 NOTE 1 PBU32 PBB2 PRESSURIZER HEATER BACKUP GROUP 32 YES NO NOTE I NO I No No 3 NOTE I PBU33 PBU3 PRESSURIZER HEATER BACKUP GROUP 33 YES NO NOTE 1 NO I No No 3 NOTE 1 P1.402 PI-402 LOOP 31 HOT LEG PRESSURE INDICATOR YES NO NOTE 1 NO I No No 3 NOTE 1 PI-403 P1-403 LOOP 34 HOT LEG PRESSURE INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 PI-413K PI-413K LOOP 31 HOT LEG PRESSURE INDICATOR YES NO NOTE 1 NO I No No 3 NOTE I PI-443- P1443K LOOP 34 HOT LEG PRESSURE INDICATOR YES NO NOTE I NO I No No 3 NOTE1 P1-5N P1-455 PZR PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE1 PLAN56 PI-456 PZR PRESS INDICATOR YES NO NOTE 1 10 I No No 3 NOTE 1 P1-457 P-457 PZR PRESS INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 P1-472 P1-472 PRT PRESSURE INDICATOR YES NO NOTE I NO I No No 3 NOTE I PT-413 PT-413 LOOP 31 HOT LEG PRESSURE TRANSMITTER YES NO NOTE 1 tic I I-T B 3 NOTE I PT-443 PT-43 LOOP 34 HOT LEG PRESSURE TRANSMITTER YES NO NOTE 1 NO I HIT B 3 NOTE 1 PT-455 PT-455 PRESSURIZER PRESSURE OH I TRANSMITTER YES NO NOTE I NO I H/IT B 3 NOTE I PT-4H6 PT-456 PRESSURIZER PRESSURE CH II TRANSMITTER YES NO NOTE I NO I HIT B 3 NOTE 1 PT-4H7 PT-457 PRESSURIZER PRESSURE CH III TRANSMITTER YES NO NOTE I NO I H/T B 3 NOTE 1 PT-412 PT-472 PRT PRESSURE TRANSMITTER YES NO NOTE I NO I HfT No 3 NOTE 1 PT-414 PT-474 PRESSURIZER PRESSURE CH IV TRANSMITTER YES NO NOTE I YES I HIT B 3 NOTE 1 TI-453 TI-453 PRESSURIZER LIQUID SPArT TEMP INDICATOY YES NO NO I K 1 NO I N~o No 3 NOTE I TI-454 TI-454 PRESSURIZER STEAM TEMP INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 TI-471 TI-471 PRT TEMP INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 TR-4/3 TR-413 RCS 31 LOOP HOT/COLD WIOE RANGE RECORDER YES NO NOTE 1 NO I No No 3 NOTE 1 TR-4-3 TR-423 RCS 32 LOOP HOTICOLD WIDE RANGE RECORDER YES NO NOTE I YES I No No 3 NOTE 1 TR-433 TR433 RCS 33 LOOP HOT/COLD WODE RANGE RECORDER YES NO NOTE 1 NO I No No 3 NOTE I TR.4AI3 TRot43 RCS 34 LOOP HOT/COLD WODE RANGE RECORDER YES NO NOTE I NO I No No 3 NOTE I E2JRHR 1 52/RHR1 RHR PUMP 31 BREAKER YES NO NOTE I YES I No No 3 NOTE I 52/RHR2 52/RHR2 RHR PUMP 32 BREAKER YES NO NOTE I YES I No No 3 NOTE 1 FI-63B P1F-38 RHR HEAT EVCHANGER 31 OUTLET FLOW INDICATOR YES NO NOTE &#xb6; YES I NO No 3 NOTE I FI-640 FI-40 RHR HEAT EXCHANGER 32 OUTLET FLOW INDICATOR YES NO NOTE I YES I No No Engineering Report No. IP-RPT-12-00039 Rev. 0 Page B-26 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN 1 SCREEN2 SCREEN 3 SCREEN 4 Five Safety Functions Acem Typesl"d' Equlpient CURRNT ORIGINAL SSEL SSEL EQUIPMENT OESCRIPTION Undergo Mfltlmit Envtionment UNIT Seismic Regular Waet op of Replaced IFEEEg Reacdtty Pressure Inventory Contament contiguaticon the Esafety oatoc Tapi Boad Control Conteot Control Inspections Funtios Outie Humidity System 1 1r0) IT ill)3 NOTE I FT-638 FT-638 RHR FLOW TRANSMITTER YES NO NOTE I NO I HFT B 3 NOTE 1 FT-640 FT-640 RHR FLOW TRANSMITTER YES NO NOTE I NO I HIT B 3 NOTE 1 TR-636 TR-636 RHR 31 & 32 OUTLET TEMP RECORDER YES NO NOTE 1 YES I No No 3 NOTE I 52/R 52/R I RECIRCULATION PUMP 31 BREAKER YES NO NOTE I YES I No No 3 NOTE I 52/R2 52/R2 RECIRCULATION PUMP 32 BREAKER YES NO NOTE 1 YES I No No 3 NOTE I 52/Si1 52/SI1 SAFETY YES NO NOTE I NO I No No 3 NOTE I 5,2S12 S2IS/2 SAFETY YES NO NOTE 1 YES I No No 3 NOTE 1 52/S/3 52/SJ3 SAFETY YES NO NOTE 1 YES I No No 3 NOTE I LI-920 LI 920 RWST LEVEL INDICATOR YES NO NOTE I NO I No No 3 NOTE 1 LT-920 LT-920 RWST LEVEL TRANSMITTER YES NO NOTE I NO 0 No B 3 NOTE I PT-433 PT-33 LOOP 33 HOT LEG PRESSURE YES NO NOTE 1 NO I HVT B 3 NOTE I V2/SW3 521SW3 SERVICE WATER PUMP 33 BREAKER YES NO NOTE i YES I No No 3 NOTE 1 51/SW5 52/SiMN SERVICE WATER PUMP 36 BREAKER YES NO NOTE I NO I No No 3 NOTEI Pl.1i19R PI-1190 SVC WATER NUCL HDR PRESS INDICATOR YES NO NOTEt NO I No No 3 NOTE1 pl-1191 P1-1191 SVC WATER NUCL HOR PRESS INDICATOR YES NO NOTEI NO I No No 3 NOTE I FYT-1190 PT 1190 SVC WATER NUCL HOR PRESS TRANSMITTER YES NO NOTE I NO I No No 3 NOTEI PT-1i191 PT.1191 SVC WATER NUCL HDR PRESS TRANSMITTER YES NO NOTEI NO I No No 3 MANUAL VALVE VWN/4 SWN4 DISCH HOR X-TIE VALVE YES NO YES' NO I No No X 3 MANUAL VALVE GVWN-5 SWN-5 DISCH HDR X-TIE VALVE YES NO YES NO I No No X 3 MANUAL VALVE SWN-6 SWN-6 ISO VALVE-CONY COOLERS YES NO YES NO I No No X 3 MANUAL VALVE SAWi-7 SWN-7 ISO VALVE-CONV COOLERS YES NO YES NO I No No X 3 MANUAL VALVE $WVN-FCV-I 111 SWN.FCV- 1111 ISO VALVE-CONV PLANT SERVICES YES NO YES YES I No No x 3 MANUAL VALVE VWN-FCV-1 112 SWN-FCV. 1112 ISO VALVE-CONV PLANT SERVICES YES NO YES YES I No No x 3 00 -Othe, YM-111 FM 111A ELECTRO PNEUMATIC CONVERTER YES N1 NO NO I No No 3 07 -Pneumatic Oper Valves CH-AOV-246 CH-AOV-246 RCP SEAL NO 1 BY YES NO NO NO I HNT B 3 07 -Pneumoae Oper Valves CH-AOV-261A CK-AOV-261A 31 RCP SEAL DISCHARGE YES NO NO NO I HIT B 3 07 -Peuomatic Ope, Valves CH-AOV-261B CH-AOV-261B 32 RCP SEAL DSCHAR/YE YES NO NO NO I HNT No 3 07 -Perumatc Oper Va/oes CH-AOV-261C CH-AOV-261C 33 RCP SEAL DISCHARGE YES NO NO NO I NH No 3 07 -Pneumaoc Oper Valves CH-AOV-21D CH-AOV-261D 34 RCP SEAL DISCHARGE YES NO NO NO I HIT No 3 07 -Pneumatic Oper Valves CH-TCV-149 CH-TCV-149 DEMIN BY YES NO NO NO I No No 3 07S -reumatc Opel Valves H/S-PCV-10a42 PCV-1042 HY YES NO NO NO I No No 3 07 -Pneumatc Ope, Valves RC-523 RC-523 PRT DRAIN VALVE YES NO NO NO t HIT B 3 S7 -Pneomatc OpeW Valves RC-544 RC-544 REACTOR VESSEL FLANGE LEAK-OFF CTRL VLV YES NO NO NO I HIT S 3 07 -POreuaoc Oper Valves FC-560 RC-560 PRT SPRAY YES NO NO NO I HNi No 3 07 -Pneumatc Oper Valves RC-AOV-519 RC-519 PRIMARY YES NO NO NO I HIT No 2SWN-4, 5, 6, 7, 1111 and 1112 are manual valves that are required to be closed during recirculation to assure sufficient flow to the CCW Heat Exchangers Engineering Report No. IP-RPT-12-00039 Rev. 0 Page B-27 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions AUcmT 01VI.NOL.SSEL SSEL EQULPMENT DESCRIPiON Undeego Meetthns at Environment ENIT ()I MENT ID EQ U IP IIP R e cti vi ty Pres sure Inve nteo r M a n n aontDe wn Seismilc least ona of High Ratvt ms. Ivnm ot Cnanm I Corft"rlilon the SE.1ty Replaced IP5EE Inside Tenp I Boated Control ConUoI C-1,01 Reet ovae Insptecdon.
Funtctons Outs""e Hutldiy Syee 1110) I fr H) _____ __3 07. Pneumabc Open Valves RC-AOV.54g RC-549 PRESS REUEF GAS ANALY YES NO NO NO I H/T No 3 07 -Pnecumnar Oper Valves RC-AOV-552 RC-552 PRIMARY YES NO NO NO I WIT No 3 07 -Pneunmrat Ope, Valves RCPCV-473 PCV-A73 N2 SUPPLY YES NO NO YES I HIT No 3 07 -Pneumatic Ope, Valves SP-AOV-951 SP-AOV-953 PRESSURIZER LIQUID SPACE SAMPLE VALVE YES NO NO NO I HIT B 3 07 .PneumacC Ope, Valves SP-AOVY.O5A SP-AOV-955A HOT LEG LOOP I (RCS) SAMPLE VALVE YES NO NO YES I HIT B 3 07 -Pneumatic Oper Valves SP-AOV-955B SP-AOV-955B HOT LEG LOOP 3 (RCSJ SAMPLE VALVE YES NO NO YES I IVY 8 3 07. Pneemalc Oper Valves SP-AOV.956C SP-AOV-956C PRESSURIZER STEAM SAMPLE ISOLATION VALVE YES NO NO YES I HIT e 3 '07 -P...rnemai Opel Valves SP-AOV Y56D SP-AOV-V56D PRESSURIZER STEAM SAMPLE ISOLATION VALVE YES NO NO lES I i T 3 07 -Pneumatic Oper Valves SP-AOV-956E SP.AOV.956E HOT LEG LOOP 1 0 3 SAMPLE ISOLATION VALVE YES NO NO YES I HIT a 3 07 -Pneuratic Opel Valves SP-AOV-S56F SP-AOV-956F HOT LEG LOOP I & 3 SAMPLE ISOLATION VALVE YES NO NO YES I HIT B 3 07 -Pneuenatc Ope, Valves SP-AOV-956 SP-AOV-958 RHR LOOP SAMPLE ISOLATION VALVE YES NO NO NO I No B 3 D7 -Pneurmab Opel Valves SP-AOV-S5 SP-AOV-9S9 RHR LOOP SAMPLE ISOLATION VALVE YES NO NO NO I HIT S 3 08 -MOVs and SOVs CH-SOV-265 VCT GAS ANALY YES NO NO YES I No No 3 08 -MOVs and SOVs CH-SOV-268 VCT VENT ISO VALVE YES NO NO YES I No NO 3 08 -MOVs and SOVs CH-SOV-245 SOV-246-1 CH-AOV-246 SOLENOID VALVE YES NO NO YES I H/T No 3 08 -MOVs and SOVs CH-SOV-261A SOV-261A-1 CH-AOV-Z21A SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVs and SOVs CH-SOV.261B SOV-261B-1 CH-AOV-261B SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVs and SOVs CH-SOV-261C SOV-261C-1 CH-AOV-261C SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVe and SOVs CH-SOV.-21D SOV-261D-1 CH-AOV-261D SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVs and SOVs IA-SOV-1 142 SOV-1142-1 PCV-1142 SOLENOID VALVE YES NO NO NO I NO No 3 0 -MOVs and SOVs RC-SOV-519 SOV-51S-1 OC.5iS SOLENOID VALVE YES NO NO NO I HIT 11.3 08 -MOVs and SOVs RC-SOV-523 SOV-523-1 RC-523 SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVs and SOVs RC-SOV-544 OV-544-1 RC-544 SOLENOID VALVE YES NO NO YES I HIT No 3 08 -MOVs and SOVs RC-SOV-540-1 SOV-549-1 RC-549 SOLENOID VALVE YES NO NO NO I HIT No 3 0. -MOVs and SOVs RC-SOV-552 SOV-552-1 RC-5E2 SOLENOID VALVE YES NO NO NO I HIT No 3 08 -MOVs and SOVs RC-SOV-550 SOV-560-1 RC-560 SOLENOID VALVE YES NO NO NO I Hit No 3 D3 -MOVs and SOVs SP-AOV.95D-SOV-1 SP-SOV-g560-1 SAMPLE ISOLATION VALVES .IVSWS SOLENOID VALVE YED G 10 NO NO I N0 B 3 0. -MOID and SOVs SP-AOV 958-0SOV SOV-958-1 RHR SAMPLE UNE VALVE YES NO NO NO I No B 3 0B -MOVs and SO a SP-SOV.953 SP-SOV-953 PRESSURIZER LIQUID SPACE SAMPLE VALVE SOLENOID VALVE YES NO NO NO I No No 3 08 -MOVs and SOVs SP-SOV 955A-1 SP-SOV-g55A-1 HOT LEG LOOP 1 SAMPLE VALVE SOLENOID VALVE YES NO NO NO I No No 3 08- MOVs and SOVs SP-SOV.955B-1 SP-SOV-955B-1 HOT LEG LOOP 3 SAMPLE VALVE SOLENOID VALVE YES NO NO NO I No No 3 08 -MOVs and SOVs SP-SOV.956C-1 SP-SOV-956C-1 SAMPLE ISOLATION VALVES & IVSWS SOLENOID VALVE YES NO NO NO I No No 3 08 -MOVs and SOVs SP.SOV-956F-1 SP.SOV-956F-1 SAMPLE ISOLATION VALVES & IVSWS SOLENOID VALVE YES NO NO NO I No No 3 08 -MOVs and SOVs SP-SOV-956G SP-SOV-956G ACC SAMPLE LINE ISOLATION VALVES & IVSWS SOLENOID YES NO NO NO I No No 3 08 -MOVs and SOVs SP-SOV-959-1 SOV-959.1 RHR SAMPLE UNE VALVE YES NO NO NO I No B 3 DO-F-ns 31 CRDM FAN 31CRDF CRD COOLING FAN ENO NO NO I HIT No 3 09 -Fans 32 CRDM FAN 32CRDF CRD COOLING FAN YES NO NO NO I HIT No Engineering Report No, IP-RPT-12-OOO3c Rev 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-28 of 36 TABLE 1 BASE LIST SCREEN I SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Alcm *yl~s..1'Equtr_
I CjIRN. T O0 ANAL SSEL Environment
....E..seisc E " etHigh Reactirtftor Pressure Inventory Decay Yeeon messty d (PEEE HIigde T Heat Containment
*.hal Tluimpit I Boiatd Co,&al conltrol Controll Removal Iris s (1Ou0)d Humidity System 3 09- Fans 33 CROM FAN 33CRDF CRD COOLING FAN YES NO NO NO I HIT No 3 09 -Fans 3d CRDM FAN 34CRDF CRD COOUNG FAN YES NO NO NO I HIT No 3 19 -Temperature Sensors TE-41 TE 471 PRT TEMP ELEMENT YES NO NO NO I H/T No 3 20 -Instru and Control Pnls PNL PF6 GAS ANALY YES NO NO NO I No No 3 20 -lostru and Control Pnls LP-324 PNL 324 LrGHTING PANEL 324 YES NO NO NO I No No 3 20 .Instru and Control Pnls SUPERVISORY SUPERVISORY YES NO NO YES I No No 3 20 -Instru and Control Pnls RACK E-7 RPS YES NO NO NO I No No 3 20 -Instru and Control Pnls RACK F-7 RPS YES JO NO YES I No No 3 20 -Instru and Control Pnls RACK D-2 RACK 0-2 CCR RK 02 (RAD MONITOR R-11. 15 AND RAD RECORDERS)
YES NO NO NO I No No 3 20 -Insru and Control Pnls RACK D.3 RACK D-3 CCR RK D3 (RAD MONITORS R.16.17A.17B.18,19.23)
YES NO NO NO I No No 3 20 -I nstlu and Control Pnls RACK G-4 RACK G-4 CCR PNL -4" (CNTMNT SLDG PERSON LOCK AND PRESS GAUGE YES NO NO NO I No No SOV'S) I No N 3 20 -lostru and Control Pols RACK G-6 RACK G-6 CCR RK "G6" (CNTMNT BLDG PERSON LOCK AND PRESS GAUGE YES NO NO NO I No So SOV S) YS N O N o N 3 20 -Instru an0 Control Polo RACK H-2 RACK H-2 OPS Relays -CCR YES NO NO NO I No No 3 20 -Instru and Control Pn/s RACK#20 RACK 20 FLOWTRANSMITTER RACK YES NO NO YES I Hit No 3 20 -Instru and Control Pncs PNL #3 SAMPLING SY YES NO NO NO I No No 3 20 -Instru and Control Pnls PNL #4 SAMPUNG SY YES NO NO NO I No No 3 21 -Tanks r Heat Echangenrs PL31PSSHK 31 PLSSHTY 31 PZR LID SPACE SAMPLE HTX YES NO NO NO I lET B 3 21
* Tanks I Heat Eachangers PL32PSSHS 32 PLSSHT, 32 PZR LID SPACE SAMPLE HTY&#xfd; YES NO NO NO I HIT B 3 21 -Tanks I Heat Enchangers RC31PSSHX 31 RCSSHTX 31 RCS SAMPLE HTX YES NO NO NO I HIr No 3 21 -Tanks / Heat Eachangers RC32PSSHX 32 RCSSHTX 32 RCS SAMPLE HTX YES NO NO NO I HIT No 3 21 -Tanks / Heat Exchangers ACCUM 31 31 SIS Accumulator YES NO YES NO I T YES 5 X 3 21 -Tanks / Heat Exchangers ACCUM 32 32 SIS Accumulator YES NO YES NO I T YES X X 3 18 -Instrument Racks RACK 24A TRANSMITTER RACK -RAD MONITORS -CCR YES NO NO NO I HIT No 3 18 -Instrument Racks RACK #26 RACK 26 PRESS TRANSMITTER RACK 026 -AFW/ AFW Bldg 18) YES NO YES NO I HIT No X 3 18 -Instrument Racks RACK a8 RACK 8 PRESS TRANSMITTER RACK #8 -AFV (AFV Bldg 18) YES NO YES NO I H/T No x 3 19 -TemoeraturehSensmr TE-1313 TE-;313 UPPER TAP COMPENSATION TEMP ELEMENT -RVLIS YES NO YES NO I H/r No X 3 19 -Temperature Sensors TE-1314 TE-1314 UPPER TAP COMPENSATION TEMP ELEMENT -RVUS YES NO YES NO I HIT No X 3 19 -Temperature Sensors TE-1323 TE-1323 UPPER TAP COMPENSATION TEMP ELEMENT -RVLIS YES NO YES NO I HIr No X 3 19 -Temperature Sensors TE-1324 TE-1324 UPPER TAP COMPENSATION TEMP ELEMENT -RVLlS YES NO YES NO r HIT No X 3 20 -Instru and Control Pnls PNL PY DELUGE SY -Transformer YES NO NO NO / HIT No 3 20 -I nstru and Control Pnls PNL PY DELUGE SY -Transformer YES NO NO NO I H/T No 3 20 -Instru and Control Pnls PNL PY DELUGE SY -Transformer YES NO NO NO I HIT No 3 20 -Instru and Control Pnos PNL PY DELUGE SY -Transformer YES NO NO NO I H-T No 3 20 -Ins/ru and Control Pnis RACK (/-11) RACK B-11 RPS YES NO YES NO I No NS S S S 3 20 -Instru anodControl Pnos RACK 1 (A4) RACK A-4 CCR RK'S 'Al" AND "A4" (RCS/ANALOG CH I) YES NO YES NO I No No S S X Engineering Report No. IP-RPT-12-00039 Rev. 0 Page B-2N of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 1 BASE LIST SCREEN 1 SCREEN 2 SCREEN 3 SCREEN 4 Five Safety Functions Ae-n jypeie'e~apaE CURRFENT 0FG1NAlSE Enetrsnment UNT- (EPR'E~iuIraI.Ciess)
EQUIPMENT l1 " R "EL Erg UPMET IECIePIIONatty Preesurnontary na a.11ca ReguarM sai ContSol HeEEE santa High Re Ud. Or tdneliFdr R.aj' d iF 1F Teatp I Borated Control C titrol Reinooal Minsp s Fubonos Outside Hunitdity Sys'em (1o) (ito 3 20 -lnou and Control Pnls RACK 10 S-2) RACK B-2 CCR RKS 31" 'ANDB3" (RCS/ANALOG-CH III) YES NO YES NO I No No X X X 3 20 -Instru and Control Pnls RACK 11 (l-1) RACK S-I CCR RKS E.I" "EZ1 AND "E3" IRCSIANALOG 
-CHII 111) YES NO YES NO I No No X X X 3 20 -Instru and Control Pnle RACK 12 (B-10) RACK B-tS CCR RKS "BX"AND B10" (RCS/ANALOG CH IV) YES NO YES NO I No No X X X 3 20 -Instru and Control Pnls RACK 13 th-9) RACK B-9 CCR RK'S "BS" AND 310! (RCSIANALOG CH IV) YES NO YES NO I No No X X X 3 20- Instru and Control Pols RACK 1E (B-8) RACK B-8 CCR RK'S "B 6."EB.TR',"D8 (REACTOR TEMPtPRESS AND STM YES NO YES NO I No No X X X DUMPI 3 20 -Instru and Control PFls RACK 15 (B-7) RACK E-7 CCR SKS NEOETEETD (REACTOR TEMPIPRESS AND SYM 3 20 -Instru and Control Pls RACK 16 (D-8) RACK D-8 CCR RK:S "W ", " T,'99,"',"D 8"(REACTOR TEMP/PRESS AND STM YES NO YES NO I N. No X X X DUMP)3 20 -Instru and Control Pols RACK 17 (B-6) RACK B-6 CCR RK'S "B6E."BT',"BE8",TD8 (REACTOR TEMPIPRESS AND STM YES NO YES NO I to No S S DUMp)3 20 -Instru and Control PNs RACK 21 (C-10) RACK C-10 CCR RKS C9" AND"C I0 (CVCS AUX) YES NO YES NO I No No X X X 3 20-Instu andControlPnls RACK 4 (A1-) RACK A- 1 CCR RKS A AND A4 (RCS/ANALOGCHI)
YES NO YES NO I No No X X X 3 20 -Insttu and Control Pnls RACK5 (A-10t RACK A-10 CCR RKS AT AND A10 (RCS/ANALOG CH 11) YES NO YES NO I No No X X X 3 20 -Insttu and Control Pnts RACK 8 EA-7) RACK A-7 CCR RKS"ATANDt"A1 (RCSIANALOGCHtII YES NO YES NO I No No X X X 3 20 -Instru and Control Pnls RACK 9 BI-3) RACK B-3 CCRRKS"B1 "BZAND'B3'(RCS/ANALOGT-CHIIII YES NO YES NO I No No X X X 3 20 -Instru and Control Pnls RACK C-1 RACK C-I ROD POSITION DETECTORS AND BISTABLES YES NO NO NO I No No 3 20 -lntru and Control PnIs RACK C- I RACK C-1I CCR RK 1Ct(RCP VIB MONITOR SY YES NO NO NO I No No 3 20 -Instr and Control Pnls RACK C-2 RACK C-2 ROD POSITION DETECTORS AND BISTABLES YES NO NO NO I No No 3 20 -Instru and Control Pols RACK C-3 RACK C-3 ROD POSITiON DETECTORS AND BISTABLES YES NO NO NO I No No 3 20 -Instau and Control Pals RACK CA RACK C-A ROD POSITION DETECTORS A04D BISTABLES YES NO NO NO I No No 3 20 -Instru and Control Pnls RACK C-5 RACK C-5 CCR RK -C5 (REG-NIS)
YES NO YES NO I No No X 3 20- Inetr and Control Pnls RACK C-6 RACK C-6 CCR RKF "C6 IREG-NISI YES NO YES NO I No No X 3 20 -insu and Control Pds RACK C-7 RACK C-7 CCR RK "CT' (REG-NIS)
YES NO YES NO I No No X 3 20 -Instru and Control Pnls RACK C-8 RACK C-8 CCR RK C8 (CONTINIS( YES NO YES NO I No No X 3 20 -Instru and Control Pnls RACK 0-1 RACK D-1 CCR RK E131 (RAD MONITORS R-1. 2.4 6.7 8. 10) YES NO NO NO I No No 3 20 -Instru and Control Pnts RACK E-10 RACK D-10 CCR RK "D19 (GEN MONITOR SY YES NO NO NO I No No 3 2 -n nd : RACK D-I ACK D-1 C RK i RAD MONITOR R32,3, 34 .34 C 38A. 388, YES NO NO NO I No No 38C, 38D)YE NO N tI No o 3 20 -Instru and Control Pols RACK D-4 RACK 0-4 NIS FLUX MAPPING CONSOLE YES NO YES NO I No No X 3 20 -Instro and Control Pols RACK D-5 RACK D-5 NIS FLUX MAPPING CONSOLE YES NO YES NO I No No X 3 20 -Imtro and Control Pnls RACK D-A RACK 0-6 NIS FLUX MAPPING CONSOLE YES NO YES NO I No No X 3 20 -lnstru and Control Pols RACK D-7 RACK DE7 NIS FLUX MAPPING CONSOLE YES NO YES NO I No No X 3 20 -Instru and Control Pols RACK D-9 RACK D-9 CCR RKFDL (NIS MISC INSTR) YES NO YES NO I No No X 3 20 -Instr and Control Pals RACK E-1 RACK E I CCR RK"E 1" (SISIANALOG CH II) YES NO YES NO I No No X X X X NOTE 1: These components are included with components previously identified under equipment classes 18 and 20.
EngineerIn Report No IP-RPT-l2-100n3' Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-30 of 3b TABLE 2 SWELl LIST.- .... .. .. ..... CL SS .ENM, R.O1ENWATJ-k C DWG SWLI-S01 SWP32-STRNR-AUTO 32 SWP STRAINER IS 15-0 N A 0 I H Y SEE SWEL SHEET SWELl-002 SWP34-STRNR-AUTO 34 SWVP STRAINER IS 15'.0" N A 0 I.H Y SEE SWEL SHEET SWELl-003 MS-1-31 31 S/G MAIN STEAM ISOLATION VALVE AB 77'0- N A ISOLAIN STEAMS 0 1. H. T N SEE SWEL SHEET DISLATION VALVES .TN SESE HE SWELI-E04 MS-45-4 STEAM GEN 34 SAFETY AB 77'-UT N A 0 I. H T N SEE SWEL SHEET SWELI-005 PCV-1276 IA-PCV-1276 OUTLET CHECK VALVE AB 18-A- N A 0 I Y SEE SWEL SHEET SWELl-006 C02-CP-1A C02 PANEL P7A DG 1 S-0? N A 0 " SEE SWEL SHEET SWEL 1-007 34MCC TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 TB 15-S0 N A 1 I Y SEE SWEL SHEET SWEL 1-008 31 MCC INTAKE STRUCTURE MCC IS 15-0 N A 1 IH N SEE SWEL SHEET SWELl-SO9 36BMCC PAB MOTOR CONTROL CENTER 36B PA 55-U" N.A 1 I y SEE SWEL SHEET SWELl-010 38MCC CONTAINMENT MOTOR CONTROL CENTER 38 VC B8-S, N A 1 I N SEE SWNEL SHEET SWEL1-011 37MCC PRIMARY AUX BUILDING MCC PA 55'-0 N A 1 I I. SEE SWEL SHEET SWELl-012 39MCC CONTROL BUILDING MOTOR CONTROL CENTER 39 CB 33 N A 1 I N SEE SWEL SHEET SWELl-0S3 36CMCC PAB MOTOR CONTROL CENTER 36C CB 15-0 N A 1 I Y SEE SWEL SHEET SWELl-014 SWGR 31 48OVAC SWGR 31 (BUS 2A AND BUS 5A) CE 15i-0 N A 2 I y SEE SWEL SHEET SWELl-015 SWGR 32 480VAC SWGR 32 (BUS 3A & BUS BA) CB 15-0 NA 2 I N SEE SWEL SHEET SWELl-016 52/RTE & 52JRTA RX TRIP SWITCHGEAR RTA. RTB CB 33-0 N A 2 I N SEE SWEL SHEET SWELl-017 CO2-CP-lB CO2 PANEL P7B DG 15-EO N A 0 Y SEE SWEL SHEET SWELl-018 iB 31 BU SOLAxFMR BOTTOM 3T SOLA XFRM CB 33T- N A 4 I Y SEE SVVEL SHEET SWELl-019 18 32 BU SOLA XFMR BOTTOM 32 SOLA VFRM CB 33 N A 4 Y SEE SWEL SHEET SWEL 1-020 PC TRANS PRZR HTR BK UP GROUP 31 TRANSFORMER CB 33-0" N A 4 I Y SEE SWEL SHEET SWELl-021 31 SI PUMP 31 SAFETY INJECTION PUMP PA 34T- N A 5 I Y SEE SWEL SHEET SWELl-022 31ABFP MOTOR DRIVENAUX FEEDWATER PUMPNO 31 AB 18-A NA 5 I A SEE SWELSHEET SWELl-023 32 ABFP TURBINE DRIVEN AUX. FEEDWATER PUMP NO. 32 AE 18-6 N A 5 I Y SEE SWEL SHEET SWELl-024 31 CCWPUMP CCW PUMP NO 31 PA 41-0U N A 5 I " SEE SWEL SHEET SWELl-525 31 CS PUMP CONTAINMENT SPRAY PUMP #31 PA 41'-0 N A 5 I.E Y SEE SWEL SHEET SWELl-026 31 BAST TRANSFER PUMP BORIC ACID TRANSFER PUMP 31 PA 73.0 N A 5 I.E B SEE SWEL SHEET SWELl1-027 32 CHARGING PUMP NO 32 CHARGING PUMP PA 55E-U N A 5 I, B" SEE SWEL SHEET SWEL1-028 31 PHR PUMP 31 RHR PUMP PA 15-U0 N A 6 IE3 N SEE SWEL SHEET SWELl-029 32 RH? PUMP 32 RHR PUMP PA 15-0 N.A 6 I, H. B N SEE SWEL SHEET SWELl-030 32 SWPUMP SERVICE WATER PUMP NO 32 IS 15'-U l.A. B I. H y SEE SWEL SHEET SWELl-031 36 SWPUMP SERVICE WATER PUMP NO 36 IS 15-U N A 6 I H Y SEE SWEL SHEET SWELI-032 31 DG FUEL XFER PUMP F.O. TRANSFER PUMP YD 38TE" N A 6 0. H Y SEE SVVEL SHEET SWELl-033 32 RECiRC PUMP 32 RECIR PUMP VC 46-0' N A 6 IT N SEE SWEL SHEET SWELl-03a MS-PCV-1310A 32 AAFP STEAM SUPPLY AB 43-0 N A 7 1. H T Y SEE SWEL SHEET SWELl-035 MS-PCV-13108 32 ABFP STEAM SUPPLY AB 32.0 N A. 7 I. H T Y SEE SWEL SHEET SWELl-T036 CH-MOV-441 31 RCP SEAL INJ CTMT ISO VLV PP 41-0 N.A 8 I. 5Y SEE SWEL SHEET SWELl-037 CH-MOV442 32 RCP SEAL INJ CTMT ISO VLV PP 41'-U0 N.A 8 I, B Y SEE SWEL SHEET SWEL1-039 CH-SOV-110A CH-FCV-l 10A SOLENOID VALVE PA 73-0 N A 8 I Y SEE SWEL SHEET SWELI-040 CT-SOV-125B-l CONDSTORAGETANK TO CONDENSERSCT-LCV-1158-1 SOLENOID AB 18.-S. NA a t N SEE SWEL SHEET SWELl-041 MS-SOV-1230 SG#31 MA/N STM ISOLATION VALVE 31 SUPPLY AS 77-4" N A B I H. T N SEE SWEL SHEET Enwzneering Report No. IP-RPT-12-00039 Rev U'Page B-31 of 3, ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 2 SWELl; _____ .{BL~5~kE...~ T~U)~ S 4~M ~iAS IENV1I9qNM9NT A -CD'WG SWSEL1-042 MS-SOV-1231 SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY AB 77'-4 N.A 5 I. H. T N SEE SWEL SHEET SWELl-043 MS-SOV-1232 SG#31 MAiN STM ISOLATION VALVE 31 EXHAUST SOLENOID AB T77.4 N A 8 1 H, T N SEE SWEL SHEET SWELl-044 MS-SOV-1233 0G#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID AB 77'-4" N.A 8 I. H. T N SEE SWEL SHEET SWELl-045 PAB SUPPLY PAN PRIMARY PA 41-0 N A 9 1 Y SEE SWEL SHEET SWEL1-046 VC PURGE/PAB F1H 31 31 PAB EXHAUST FAN (31 PABEF) FB 72-.0' N A 9 I N SEE SWEL SHEET SVVEL1-047 34 ELEC TUNL EXH FANl EL TNL EXHAUST FAN 34 (UPPER) ET 46"-0S N A 9 1 Y SEE SVSEL SHEET SWELl-048 F-313 WALL FAN-313-AB AB 32-6 N A 9 I. H. T Y SEE SWEL SHEET SWELl-04g CRF1 CONTAINMENT RECIRC FAN 31 VC 68'-0" N A 10 I. H T Y SEE S/SEL SHEET SWELl-050 CRF2 CONTAINMENT RECIRC FAN 32 VC 68-0 N A 10 I. H. T Y SEE SWEL SHEET SWELl-051 CRF3 CONTAINMENT RECIRC FAN 33 VC 65'0 N A 10 I. H. T Y SEE SWEL SHEET SWEL 1.052 CRF4 CONTAINMENT RECIRC FAN 34 VC 6H'- N A 10 I. H. T Y SEE SWEL SHEET SWELl.053 CRF5 CONTAINMENT RECIRC FAN 35 VC 68'-R ' N A 10 I. H. T " SEE SWEL SHEET SWELI-054 CCR AC UNIT 31 CONTROL ROOM /C UNIT 31 CB 15'-a" N A 11 I Y SEE SWSL SHEET SWELl-055 CCR A C UNIT 32 CONTROL ROOM AIC UNIT 32 CB 15-0 N.A 11 I Y SEE SWEL SHEET SWELl-TSR 31 IA COMPRESSOR INSTRUMENT AIR COMPRESSOR R31 CB 15 N.A 12 I Y SEE SWEL SHEET SWELl-057 32 IA COMPRESSOR INSTRUMENT AIR COMPRESSOR 
#32 CB 15-0 N A 12 I Y SEE SWEL SHEET SWELl-T5 ELG.52 COMP 32 EDG AIR COMP DG 15-0 N A 12 I Y SEE SWEL SHEET SWELl-059 31MG&COUP 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SETI CB 33'-0" N.A 13 I Y SEE SWEL SHEET SVVELl-060 32MGS-COUP 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET) CB 33-0 N A 13 I Y SEE S/EL SHEET SI/ELl-061 311B SINGLE PHASE 118V AC INSTRUMENT BUS 31 CHANNEL II CB 53'-0" N.A 14 I N SEE SWEL SHEET SWELl-062 32DP 125VDC DISTRIBUTION PANEL 32 CB 539.0 N A 14 I Y SEE S/EL SHEET SWEL 1-063 32PP 125VDC POWER PANEL 32 CB 33'-0 N A 14 I Y SEE SWEL SHEET SWELI-064 31PP 125VDC POWER PANEL 31 CB 33'-A" N A 14 I Y SEE S/EL SHEET SWELl-065 BATT 31 BATTERY CB 33'-0 NA 15 I Y SEE SWEL SHEET SWELl-066 BATT 32 BATTERY CB 33'.0- N A 15 I V SEE SWEL SHEET SWELl-067 BATT 33 BATTERY DG 15-0" N A 15 I Y SEE SWSL SHEET SWELl-068 BATV 34 BATTERY CB 33-0 N A 15 I Y SEE SWSL SHEET SWELl.069 BATT CHGR 31 BATTERY CB 33-05 N A 16 I Y SEE SWEL SHEET S/SELl-7T BATV CHGR 32 BATTERY CR 33-0S N A. 16 I Y SEE SWEL SHEET SWELl-071 RATT CHGR 33 BATTERY Ca 15-0 N.A 16 I Y SEE S/SEL SHEET SWELl-072 BATT CHGR 34 BATTERY CB 33'-0" N.A 16 I Y SEE S/EL SHEET SWELl-073 31 INVERTER STATIC INVERTER 31 CB 33'-6 1 N A 16 I Y SEE SWEL SHEET S/SEL1-074 32 INVERTER STATIC INVERTER 32 CB 33'-0" N A 16 I Y SEE S/EL SHEET SWALl-075 33 INVERTER STATIC INVERTER 33 CB 33-0 N A 16 I Y SEE SWEL SHEET SWELl-076 DG-31 DIESEL GEN NO 31 DG 15-0" N A 17 I Y SEE SWEL SHEET SWEL1-077 D0-32 DIESEL GEN NO. 32 0G 15-0 N A 17 I Y SEE SWEL SHEET SVVELl-078 0D-33 DIESEL GEN NO. 33 G 15T-S0 N A 17 Y SEE SWEL SHEET SWELl-079 RACK#16 PRESSURIZER LEVEL TRANSMITTER CABINET VC 68'R- N A 18 I. H. T. B Y SEE SWEL SHEET SWELl-080 RACKf21 STEAM GENERATORS LEVEL TRANSMITTER VC 68'-0 N A l I. H. T Y SEE SWEL SHEET SWELl-081 RACK#9 MAIN STM PRESS TRANSMITTER RACK AB 18.6- N.A 18 lB H. T Y SEE S7EL SHEET Engneerina ReporT No. IP-RPT-12-0003A Rev 0 Page B-32 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS TABLE 2 SWELl SY, LEM 0 &#xfd;R W -CLASS".. -15NVIRGN149NT ANC DW.G&#xfd;T ll&#xfd;V;5: &#xfd;A -T-,jAJ P E SWVELI-12 RACK#4A SG #31 &#32 MAIN STM FLOWTRANSMITTER RACK VC 68-1' N A. 18 1 H. T Y SEE SWEL SHEET SWEL1-083 RACKB4B SG #33 & #34 MAIN STM FLOW TRANSMITTERRACK VC 68.0" N A 18 IH. T B SEE SWEL SHEET SWAELl-084 TE-130 NON REGHE OUTLET LETDOWN TEMP ELEMENT PA 73-0" N A 19 I. B N SEE SWEL SHEET SWELl-085 TE-122 EXCESS LETDOWN TEMP ELEMENT VC 46-S" N A 19 .B N SEE SWEL SHEET SWELl-086 AFWVP32-LOC-PNL AUX BOILER FEED PMP CONTROL STATION AB 18'-6" N A 20 I N SEE SWEL SHEET SWELl-087 PL6 CHARGING PUMPS SPEED CONTROL PANEL PA 55B0- N A. 20 I N SEE SWEL SHEET SWELI-088 PH1 31 EDG PNEU CONTROL PANEL DG 15-S N A. 20 I N SEE SWEL SHEET SWEL 1-B89 HJ9 33134 ETEF LOCAL CTRL STATION CB 33-0S N A 20 I N SEE SWEL SHEET SWELl-0O9 HA7 COMPRESSOR 32 CONTROL STATION CB 15-06 N A 20 I N SEE SWEL SHEET SWELlBB91 ADV ATM STEAM DUMP PANEL #1 AB 43'-(Y N.A 20 I H. T Y SEE SWEL SHEET SWELl-092 ACATCC 1 CC SURGE TANK #31 PA 73-' N A 20 I &#xa5; SEE SWEL SHEET SWELl-093 CSATBA2 BORIC ACID STG TANK 32 (32BATI PA 73-0S N A 21 I B Y SEE SWE.SHEET SWVEL-094 RWST-31 REFUEL WTR STORAGE TANK (31RWST) YD 8".0" N A 21 0. B Y SEE SWEL SHEET SWEL l-095 COND STOR TY. CONDENSATE STOR TANK 131 CST) YD 69'-0' N A 21 I Y SEE SWEL SHEET SWELl-B96 EDG-31-FO-DTNK F.0 DAY (31 EDG) DG 26-0" N A 21 I Y SEE SWEL SHEET SWELl-097 CSAHNRT NON REGEN HEAT EACH NO 31 PA 73-0 N A 21 I. B Y SEE SWEL SHEET SWE-1.098 ACAHCC1 COMPONENT COOLING WATER HEAT EXCHANGER NO 31 PA 55-S" NA 21 I. H. T Y SEE SWEL SHEET SWELl-099 IACCHT 32 IAC INST AIR CC HEY CB 15'-0" N A 21 I Y SEE SWEL SHEET SWEI-1ISO EDG-32-AR-TNK AIR RECEIVER 3D GAL TANK # 32 I32ART) DG 15-0 NA 21 I N SEE SWEL SHEET SWELl-101 ACCUM 31 31 SIS ACCUMULATOR VC 460-0" N.A 21 I.T.B N SEE SWEL SHEET SWELI-102 ACCUM 32 32 SIS ACCUMULATOR VC 46-0S NA 21 I.T.B N SEE SWEL SHEET Engineering Report No. IP-RPT-12-00039 Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-33 of"36 TABLE 3 SWEL 2 BASE LIST BL2# EQUIPMENT ID DESCRIPTION BLDG. ELEV. ROOM TRAIN SYSTEM TYPE CLASS ENVIRONMENT NIR 2-3-1 ACAPPW1 Refueling Water Purification 31 Pump and Motor PAB 41 Not Listed Not N/A to BL 2 5 IB Listed 2-3-2 SFPC-31PP Spent Fuel Pit Pump 31 and Motor FSB 55 Not Listed Not N/A to BL 2 5 IB Listed 2-3-3 SFPC-32PP Spent Fuel Pit Pump 32 and Motor FSB 55 Not Listed Not N/A to BL 2 5 IB Listed 2-3-4 ACAHSFI Spent Fuel Pit Heat Exchanger FSB 55 Not Listed Not N/A to BL 2 21 IB Listed 2-3-5 N/A Reactor Cavity Drain Filter (Temporary Equipment)
FSB 55 N/A N/A N/A to BL 2 0 2-3-6 PUMP #31 PRIMARY BUSFPC Primary Loop Pump 31 FSB 95 Not Listed Not N/A to BL 2 5 IB LOOP Listed 2-3-7 PUMP #32 PRIMARY BUSFPC Primary Loop Pump 32 FSB 95 Not Listed Not N/A to BL 2 5 IB LOOP Listed 2-3-8 BSFPC Plate Heat BUSFPC Paraflow Plate Heat Exchanger FSB 95 Not Listed Not N/A to BL 2 21 lB Exchanger Listed 2-3-9 ACAPSKI Spent Fuel Pool Skimmer Pump 31 FSB 95 Not Listed Not N/A to BL 2 5 lB Listed 2-3-10 ACDMSF1 Spent Fuel Pit Demineralizer 31 PAB 34 Not Listed Not N/A to BL 2 21 IB Listed 2-3-11 ACFLSF1 Spent Fuel Pit Filter 31 PAB 15 Not Listed Not N/A to BL 2 0 IB Listed 2-3-12 SFPB Bridge Crane Spent Fuel Pit Bridge Crane FSB 95 Not Listed Not N/A to BL 2 0 I Listed 2-3-13 FSB Crane Fuel Storage Building 40/5 Ton Crane FSB 137 Not Listed Not N/A to BL 2 0 I Listed Enwieereng Report No IP-RPT-12-00039 Rev. 0 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS Paue B-34 of 36 TABLE 4 SWEL2 RAPID DRAW-DOWN LIST RDD# DESCRIPTION BASIS FOR INCLUSION/EXCLUSION RDD R-3-01 Fuel Transfer Tube Blind Flange (IP3) Excluded.
Routinely disassembled, inspected and reassembled every refueling.
Additionally, excluded per FAQ 3.17. Y R-3-02 Fuel Transfer Canal Weir Gate (IP3) Excluded.
Routinely inspected every refueling.
Additionally, excluded per FAQ 3.16. Y Engineering Report No IP-RPT-12-00039 Rev. 0 ATTACHMENT-B -SEISMIC WALKDOWN EQUIPMENT LISTS Page B-35 of 36 TABLE 5 SWEL2 SYSTEM SWEL# EQUIPMENT ID DESCRIPTION BLDG. ELEV. ROOM TRAIN TYPE CLASS ENVIRONMENT N/R RDD SWEL2-001 ACAPPW1 Refueling Water Purification 31 Pump and PA 41 N.A. Not Listed N/A to EL 2 5 IS NIA Motor SWEL2-002 SFPC-31PP Spent Fuel Pit Pump 31 and Motor FS 55 N.A. Not Listed N/A to EL 2 5 IB N/A SWEL2-003 SFPC-32PP Spent Fuel Pit Pump 32 and Motor FS 55 N.A. Not Listed N/A to EL 2 5 lB N/A SWEIL2-004 ACAHSFI Spent Fuel Pit Heat Exchanger FS 55 N.A. Not Listed N/A to BL 2 21 lB N/A SWE O2-OOS PUMP #31 PRIMARY BUSFPC Primary Loop Pump 31 FS 95 N.A. Not Listed NIA to BL 2 5 IB N/A LOOP PUMP e32 PRIMARY SWEL2-006 LOOP BUSFPC Primary Loop Pump 32 FS 95 N.A. Not Listed N/A to EL 2 5 11 N/A BSFPC Plate Heat SWL2-007 Exchanger BUSFPC Paraflow Plate Heat Exchanger FS 95 N.A. Not Listed N/A to EL 2 21 IE N/A SWEL2-008 SFPB Bridge Crane Spent Fuel Pit Bridge Crane FS 95 N A Not Listed N/A to BL 2 0 I N/A SWEL2-O09 FSB Crane Fuel Storage Building 40/5 Ton Crane FS 137 N.A. Not Listed N/A to EL 2 0 I N/A Engineering Report No. IP-RPT- 12-00039 Rev. 0 Page B-36 of 36 ATTACHMENT B -SEISMIC WALKDOWN EQUIPMENT LISTS*71. \ ('L TK (~Seismic Walkdown Equipment List Approval Prepared by: 44, ,, ... Date: ,,L/..Equipment Selection Personnel Reviewed by: ,, Date: I* it5 -oL2 Peer Reviewer Concurrence by: .,,.- ,/ Date:__Operations Personnel Engineering Report No. IP-RPT-1 2-00039 Rev. 0 ATTACHMENT C -SEISMIC WALKDOWN CHECKLISTS (SWCs) Page C-I of 409 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-2 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NF] UD--Seismic Walkdown Checklist (SWC) SWELl-001 Equipment ID No. SWP32-STRNR-AUTO Equip. Class 1 0 Equipment Description 32 SWP STRAINER Location:
Bldg. IS Floor El. 15'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YE ND of the 50% of SWEL items requiring such verification)?
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[E NDI UD N/A--YE NDI ULD N/AD1 Y[E NDi UiD N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-3 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-001 Equipment ID No. SWP32-STRNR-AUTO Equip. Class 1 0 Equipment Description 32 SWP STRAINER 5. Is the anchorage configuration consistent with plant documentation?
Y[ ND UD N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI uD:1 potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
There are scaffolds in the area which have green tags. Acceptable.
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Grating which forms the ceiling of the room is well secured to the support steel.9. Do attached lines have adequate flexibility to avoid damage?Y[ NDI uD N/AD Y[ ND uD N/AD-'([ NDI uD N/AD Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-4 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[Z ND U--Seismic Walkdown Checklist (SWC) SWELl-001 Equipment ID No. SWP32-STRNR-AUTO Equip. Class 1 0 Equipment Description 32 SWP STRAINER Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI UI adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
References; IP3-456-0033 Sheet 1 as modified by DRN 07-02958 9321-F-20113-13 Intake Structure General Arrangement, Plan AWC-036 0 Evaluated by: Stephen Yuan Date: 10/23/2012 I iL. i.Paul Huebsch Date: 10/23/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0, Page C-5 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NR-] U-Seismic Walkdown Checklist (SWC) SWELl-001 Equipment ID No. SWP32-STRNR-AUTO Equip. Class 1 0 Equipment Description 32 SWP STRAINER Photographs Note: Name tag Note: if viefw U1 UqlUfPtt1Utt1 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-6 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: Y[ NR U--Seismic Walkdown Checklist (SWC) SWELl-002 Equipment ID No. SWP34-STRNR-AUTO Equip. Class 1 0 Equipment Description 34 SWP STRAINER Location:
Bldg. IS Floor El. 15'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y] ND Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipnlent.
YE ND UD N/AE1 YN ND LID- N/A[D YE NEI UD N/AI-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-7 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YZ ND I UD--Seismic Walkdown Checklist (SWC) SWELl-002 Equipment ID No. SWP34-STRNR-AUTO Equip. Class 1 0 Equipment Description 34 SWP STRAINER 5. Is the anchorage configuration consistent with plant documentation?
YZ NDI UI- N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI uD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ NDI uD- N/AD-There are scaffolds in the area which have green tags. Acceptable.
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI UD N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Grating which forms the ceiling of the room is well secured to the support steel.9. Do attached lines have adequate flexibility to avoid damage? YZ ND: UD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI uD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-8 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P3 Status: YZ Ni-- UD--Seismic Walkdown Checklist (SWC) SWELl-002 Equipment ID No. SWP34-STRNR-AUTO Equip. Class' 0 Equipment Description 34 SWP STRAINER Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ Nil u-il adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
References; IP3V-456-0033 Sheet I Rev 4 as modified by EC 5000039453 9321-F-20113-13 Intake Structure General Arrangement, Plan AWC-036 Evaluated by: Stephen Yuan Date: 10/23/2012 4~K-Date: 10/23/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-9 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 Seismic Walkdown Checklist (SWC) SWELl-002 Equipment ID No. SWP34-STRNR-AUTO Equipment Description 34 SWP STRA/NER Photographs IP3 Status: YZ ND UL-I Equip. Class' 0 Note: Name tag Ndote: view or equtpment J EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0. Page C-10 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-002 Equipment ID No. SWP34-STRNR-AUTO Equipment Description 34 SWP STRAINER IP3 Status: YM NI-- U]Equip. Class' 0 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-11 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YE NiI U--Seismic Walkdown Checklist (SWC) SWELl-003 Equipment ID No. MS-1-31 Equip. Class 1 0 Equipment Description 31 SIG MAIN STEAM ISOLATION VALVE Location:
Bldg. AFB Floor El. 73-8" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
The valve is in-line and there is a spring hanger on the adjacent pipe with support on a steel beam -not part of the anchorage configuration verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware considering the spring hanger as the anchorage.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Not applicable since the anchorage is attached to steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE] NO YE NE UEl N/AD-YO N-I UI- N/AD-%(E] NO UiD N/A]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-12 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: Y[ NR U--Seismic Walkdown Checklist (SWC) SWELl-003 Equipment ID No. MS-1-31 Equip. Class 1 0 Equipment Description 31 SIG MAIN STEAM ISOLATION VALVE 5. Is the anchorage configuration consistent with plant documentation?
YE-] NEI UI N/A[(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NEil uOi-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
A fluorescent lighting fixture touches the hanger but is judged not to have an adverse seismic affect due to the minor mass of the light compared to the mass of the valve and hanger In a seismic event, the light fixture would impact the side of the hanger and result in a lateral loading on the hanger. Again, due to the minimum mass of the light fixture, this is not considered to be capable of causing a detrimental affect on the support. CR-IP3-2012-03457 tracks the resolution.
: 9. Do attached lines have adequate flexibility to avoid damage?YE] NE] UE] N/AE Y[ NE] UE] N/AE]Y[ NE] UIE N/AE]Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YN NE] uE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-13 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE Ni UD Seismic Walkdown Checklist (SWC) SWELl-003 Equipment ID No. MS-1-31 Equip. Class 1 0 Equipment Description 31 SIG MAIN STEAM ISOLATION VALVE Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-13533-5 Shield Wall Area, Pipe Platform Framing Plans, Elevations 71'-3 1/8" to 78'-8" 9321-F-20503-15 Yard Area -West of Containment Building, Sections and Elevations, Sheet 2 IP3V-41-6.10-0002 R1 28" OD Pipe Main Steam Stop Valve 9321-F-20173 R71 Flow Dagram, Main Steam IP3V-41-0005 R1 9321-F-23383-7 Yard Area, Restraint and Support Design, Lines 2, Sh 2, 1020 and 1021 21083-H Sheet I of 2 (no title)IP3V-41.6.10-0003 R1 28" Main Steam Isolation Valve 28xP36 9321-H-20328 R1 Auxilliary Feedwater Building, Air Supply Piping to MS-1-31, MS-1-32, MS1-33, MS 1-34 9321-F-21093-8 Yard Area -West of Containment Building, Details and Assembly of Pipe Restraints For Main Steam, Piping -Sheet No.2 9321-F-21083-8 Yard Area -West of Containment Building, Details and Assembly of Pipe Restraints For Main Steam, Piping -Sheet No. 1 AWC-017 LI Evaluated by: Stephen Yuan Date: 10/17/2012 Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039 Rev 0, Page C-14 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y7 NF UF]Seismic Walkdown Checklist (SWC) SWELl-003 Equipment ID No. MS-1-31 Equip. Class' 0 Equipment Description 31 S/G MAIN STEAM ISOLATION VALVE Photographs Note: Vent tag at top of valve Note: Overview i EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-15 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YZ NR U-Seismic Walkdown Checklist (SWC) SWELl-004 Equipment ID No. MS-45-4 Equip. Class 1 0 Equipment Description STEAM GEN 34 SAFETY Location:
Bldg. AFB Floor El. 61'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.
This is an in-line valve with a spring hanger immediately adjacent.
The spring hanger is treated as the anchorage.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The spring hanger is supported by structural steel.Enter the equipment class name f-rom EPRI 1025286, AppendLx B: Classes of Equipment.
YDI NE YN NDI uDLI N/AD Y[Z NEI ULI ,(D] N[:- UD NWAN EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-16 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ NI I UDl Seismic Walkdown Checklist (SWC) SWELl-004 Equipment ID No. MS-45-4 Equip. Class 1 0 Equipment Description STEAM GEN 34 SAFETY 5. Is the anchorage configuration consistent with plant documentation?
YDi NrI U- NWAN (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since the anchorage configuration verification is not required.6. Based on the above anchorage evaluations, is the anchorage free of Y[Z NEI UI-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
This is not considered to be a soft target.YDI NDl{ uDI N/A2 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NDl{ ui[] N/AI--and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[D NDl uD-- N/AD--Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEl{ UD--of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-17 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ Ni-- UD--Seismic Walkdown Checklist (SWC) SWELl-004 Equipment ID No. MS-45-4 Equip. Class 1 0 Equipment Description STEAM GEN 34 SAFETY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YO Nil ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-20493-17 Yard Area -West of Containment Building, Main Steam Piping, Plan, Sheet No. 1 AWC-016 Evaluated by: Stephen Yuan Date: 10/17/2012 Paul Huebsch Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0 Page C-18 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: N- U[-]Equip. Class' 0 Seismic Walkdown Checklist (SWC) SWELl-004 Equipment ID No. MS-45-4 Equipment Description STEAM GEN 34 SAFETY Photographs Note: MS-, Note: EN-DC-168 REV 0 Engineering Report No. IFP-RPT-12-00039, Rev. 0, Page C-19 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NR U-I Seismic Walkdown Checklist (SWC) SWELl-005 Equipment ID No. PCV-1276 Equip. Class 1 0 Equipment Description IA-PCV-1276 OUTLET CHECK VALVE Location:
Bldg. AFB Floor El. 18'-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one YE NE]of the 50% of SWEL items requiring such verification)?
Yes, check the anchorage.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
YE Nil U[D] N/AI--The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The anchorage is free of visible cracks in the concrete near the anchors.YE NO LIEi N/ADl YN NEI Ui- N/AFD Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-20 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: Y[ ND-- UD--Seismic Walkdown Checklist (SWC) SWELl-005 Equipment ID No. PCV-1276 Equip. Class 1 0 Equipment Description IA-PCV-1276 OUTLET CHECK VALVE 5. Is the anchorage configuration consistent with plant documentation?
YE NEil UI- N/AI--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage is consistent with that shown on drawing 9321-L-1 1196 R1, sheet 5 of 13.6. Based on the above anchorage evaluations, is the anchorage free of YE ND u[i potentially adverse seismic conditions?
The anchorage is free of adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ ND UI- N/AI--PCV-1276 is free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI Ui N/AD and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ ND] uD N/AD Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI UD-of potentially adverse seismic interaction effects?Equipment is free of adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-21 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE N-j U--Seismic Walkdown Checklist (SWC) SWELl-005 Equipment ID No. PCV-1276 Equip. Class 1 0 Equipment Description IA-PCV-1276 OUTLET CHECK VALVE Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ Nil UEl adversely affect the safety functions of the equipment?
There was scaffolding in the area which extended over the valve.Scaffold was noted as 4379 assembly with a green tag which indicated engineering evaluation was completed.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-21543 RO Alteration of Aux. Boiler Feed Pump Room IA Nitorgen Back-up Piping 9321-L-1 1196 R1 sh 5 of 13 ABFP Room 1A/N2 Back-up Piping, Auxilliary Boiler Feed Pump Building Support IA-R-093-G, Civil 9321-F-70533-24 Auxilary Boiler Feed Pump Room Instrument Piping -Sheet No. 2, Instrumentation AWC-012 Evaluated by: Paul Huebsch Maoqjie Farah Date: 10/12112 Date: 10/12112 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-22 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ NRI UL--Seismic Walkdown Checklist (SWC) SWELl-005 Equipment ID No. PCV-1276 Equip. Class 1 0 Equipment Description IA-PCV-1276 OUTLET CHECK VALVE Photographs Note: PCV-1276 EN--DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-23 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: Y[ NFD UiD Seismic Walkdown Checklist (SWC) SWELl-006 Equipment ID No. C02-CP-1A Equip. Class 1 0 Equipment Description C02 PANEL Location:
Bldg. DG Floor El. 15"0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one YO NDI of the 50% of SWEL items requiring such verification)?
Yes, check the anchorage.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing and loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YE NDI uDI N/A--YN NEI uDJ N/ADl The anchorage is free of corrosion.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The anchorage is free of cracks in the concrete at the location of the anchorage.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes ofEqtuipment.
YN NEI uD- N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-24 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ Nn U-Seismic Walkdown Checklist (SWC) SWELl-006 Equipment ID No. C02-CP-1A Ec Equipment Description C02 PANEL 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage is consistent with drawing 9321-LL-1 1049, Sheet 4.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
The anchorage is free of adverse seismic conditions.
luip. Class 1 0 YN NO UD N/AD Y[ Ni UD Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ ND U[1 N/AD There is one wall mounted light approximately 3 feet from component which does not have a guard. It is judged that the separation precludes the light from having a seismic interaction with the panel.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ N- UD N/ADl and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Yr NO U[D N/AD:]Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ ND UD-of potentially adverse seismic interaction effects?Equipment is free of adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-25 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: N-I U--Seismic Walkdown Checklist (SWC) SWELl-006 Equipment ID No. C02-CP-1A Equip. Class 1 0 Equipment Description C02 PANEL Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI ui-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Potential discharge of C02 in the EDG if cabinet is opened therefore, this panel will not have the internals examined.

==References:==

9321-LL-11049 Sheet 4 Issue I Auxiliary Control Panels for DG #31, 32, 33 Room C02 System (seismic)
Switchgear DG Alcove Room El 15'-0" Auxiliary Control Panels P7A, P7B and P7C Support Detail 932 1-LL-1 1049 Sheet 3 Issue 1 DG Rms 31, 32, 33 C02 System (Seismic)
Heat Detector/Collector Installation Detail El 15'-0" 9321-LL-1 1049 Sheet 5 Issue 1 Auxiliary Control Panels for DG Rooms #31, #32 and #33 CO system (Seismic)
Switchgear Room, FI El 15'-0" SOV Splice Box Support Detail Civil/Structural 9321-F-11051 R1 Aux Cntrl Pnls for DG Rms 31, 32, 33 C02 System (seismic)
Switchgear Rm and DG Alcove El 15'-0" Conduit Supports Plan and Sections Electrical ECN 97-3-424-008 Sheets 30 to 50 AWC-001 Evaluated by: Paul Huebsch Date: 10/09/2012
_ Date: 10/09/2012 Maggie Farah Kai Lo Z Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0. Page C-26 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YM Nn UD Seismic Walkdown Checklist (SWC) SWELl-006 Equipment ID No. C02-CP-1A Equip. Class' 0 Equipment Description C02 PANEL Photographs Note: PANEL TAG Note: VIEW OF C02 PANEL Note: Electncal junction box which is missing two closure screws.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-27 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YOI NEI UN Seismic Walkdown Checklist (SWC) SWELl-007 Equipment ID No. 34MCC Equip. Class 1 1 Equipment Description TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 Location:
Bldg. TB Floor El. 15-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
The anchorage is not part of the 50% of SWEL items requiring verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is inside of the cabinet. Doors must be opened to examine the anchorage.
MCC not allowed to be opened while MCC is powered.MCC to be powered down and opened for inspection at a later date.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage is inside of the cabinet. Doors must be opened to examine the anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage is inside of the cabinet. Doors must be opened to examine the anchorage.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y-I NE Y-- NEI ULI N/All Y-- NO UN N/AD1 YiD NEI UN N/AD1 EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-28 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YDi NEI U[Z Seismic Walkdown Checklist (SWC) SWELl-007 Equipment ID No. 34MCC Equip. Class' 1 Equipment Description TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 5. Is the anchorage configuration consistent with plant documentation?
Y-I N[il UI-- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since the anchorage configuration verification is not required.6. Based on the above anchorage evaluations, is the anchorage free of YEI NDI UE potentially adverse seismic conditions?
Cannot be determined until cabinet doors are opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
A hood above the cabinet is resting on a waterpipe.
The original supports are no longer there. At the opposite end, the hood is supported on chains to an upper elevation.
SQUG indicated that the hood is adequately supported.
It does not appear to be adequately supported at this time. This has been addressed in CR-IP3-2012-03656.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Piping above and adjacent to the cabinet does not appear to be seismically supported.
This includes both water and fire water lines. This has been addressed in CR-IP3-2012-03656.
: 9. Do attached lines have adequate flexibility to avoid damage?YDI NE UD- N/AD1 YDI NE uD- N/AE1 Y] NDI UED N/AD1 Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YD- NE UMI of potentially adverse seismic interaction effects?Equipment is not free of adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-29 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YEi NEI UN Seismic Walkdown Checklist (SWC) SWELl-007 Equipment ID No. 34MCC Equip. Class 1 1 Equipment Description TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI u[-I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors need to be opened to verify anchorage and support of internal components.
Per Operations (10/17/12) this cabinet cannot be opened until the next plant outage.

==References:==

SK-018 RO MCC-34, Turbine Building El 15'-0" Civil/Structural 9321-F-10323-5 Turbine Building Concrete Plan at El 15"-0" S.E. Portion 9321-F-20063-28 Turbine Building and Heater Bay General Arrangement Ground Floor Plan at Elev 15'-0" AWC-008 Evaluated by: Paul Huebsch Date: 10/11/2012
~AaJ MaKaie Farah Kai Lo/c6 Date: 10/11/12 Date: 10/11/12 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev. 0, Page C-30 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE] NE] U[Seismic Walkdown Checklist (SWC) SWELl-007 Equipment ID No. 34MCC Equip. Class' 1 Equipment Description TURBINE GENERATOR BUILDING MOTOR CONTROL CENTER 34 Photographs Note: 34MCC Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-31 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YEI N-- UN Seismic Walkdown Checklist (SWC) SWELl-008 Equipment ID No. 31 MCC Equip. Class 1 1 Equipment Description INTAKE STRUCTURE MCC Location:
Bldg. IS Floor El. 15"-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-qe
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YEI NE No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Cabinet cannot be opened when cabinet is powered. Cabinet to be powered down and internals inspected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YEI NEI UZ N/AD--Y-I Nil U[ N/AD YE-I NDI UN N/A--EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-32 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YOl ND Ur]Seismic Walkdown Checklist (SWC) SWELl-008 Equipment ID No. 31 MCC Equip. Class 1 1 Equipment Description INTAKE STRUCTURE MCC 5. Is the anchorage configuration consistent with plant documentation?
YDI NDI UD- N/AIZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y-I NDI UI potentially adverse seismic conditions?
Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ ND- U-- N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI UD N/AD and masonry block walls not likely to collapse onto the equipment?
Tray over the cabinet is supported on long rod hangers. The trays are probably not seismically supported but they are hightly damped. This is considered acceptable.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[Z NDI UDl N/ADl Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDI UD--of potentially adverse seismic interaction effects?Equipment is free of adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-33 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YEI NEI UN Seismic Walkdown Checklist (SWC) SWELl-008 Equipment ID No. 31 MCC Equip. Class 1 1 Equipment Description INTAKE STRUCTURE MCC Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NED ui--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors need to be opened for examination of intemals.
Note that a warning plate as follows is found on the door panel "ARC FLASH HAZARD, APPROPRIATE PPE REQUIRED".

==References:==

9321-F-20113-13 Intake Structure, General Arrangement, Plan AWC-009 4?~ ~Evaluated by: Paul Huebsch Date: 10/11/2012 Maq,qie Farah Kai Lo /C.10/11/2012 10/112012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-34 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Seismic Walkdown Checklist (SWC) SWELl-008 Equipment ID No. 31 MCC Equipment Description INTAKE STRUCTURE MCC Status: YD-&#xfd; NF-D UF&#xfd;Equip. Class' 1 Photographs Note: 31 MCC Note: I EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-35 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P3 Status: Yo NE] U[Seismic Walkdown Checklist (SWC) SWELl-009 Equipment ID No. 36BMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36B Location:
Bldg. PA Floor El. 55-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-ge
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NO Yes, check the anchorage.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is inside of the cabinet and-the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
Cabinet to be powered down and internal anchorage inspected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yr-- ND U[ N/AD--YDJ ND UE N/AD--YDl NO UN N/AD--Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
Enter the equipment class name from EPR 11025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-36 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YDI NDI UN Seismic Walkdown Checklist (SWC) SWELl-009 Equipment ID No. 36BMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36B 5. Is the anchorage configuration consistent with plant documentation?
Y-I NDI UN N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
: 6. Based on the above anchorage evaluations, is the anchorage free of Yi-] ND UN potentially adverse seismic conditions?
Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ NDI UDl N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YDI NE UD- N/ADl and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulbs need to be restrained to the light fixture. CR IP3-2012-03481 has been written to address this condition.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI UD-- N/ADl Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YDI NIZ UD of potentially adverse seismic interaction effects?Fluorescent bulbs need to be restrained.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-37 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YL- Ni D U[Seismic Walkdown Checklist (SWC) SWELl-009 Equipment ID No. 36BMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36B Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YO NE&#xfd; UI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

Sk-020-0 Sh 1 of 2 MCC36B, PAB El 55'-0" Civil/Structural SEWS Sheet 480 VAC MCC 9321-F-70693-2 Primary Auxiliary Building General Arrangement, Plan at Elev 55-0", Instrumentation 9321-F-25153-22 Primary Auxiliary Building General Arrangement, Plans at Elev 55'-0" and 73'-0" AWC-028 Evaluated by: Stephen Yuan Date: 10/22/2012 Date: 10/22/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039.
Rev 0, Page C-38 of 409 ATTACHMENT 9.6 Sheet 4 of 4 Seismic Walkdown Checklist (SWC) SWELl-009 Equipment ID No. 36BMCC Equipment Description PAB MOTOR CONTROL CENTER 36B SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: Yo NE] U[]Equip. Class' 1 Photographs Note: MCC36B Tag EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-39 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE] NE] U[Seismic Walkdown Checklist (SWC) SWELl-011 Equipment ID No. 37MCC Equip. Class 1 1 Equipment Description PRIMARY AUX BUILDING MCC Location:
Bldg. PA Floor El. 55'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-qe
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YEI- NO Not part of the anchorage checks.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
Cabinet to be powered down and intemaly inspected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage.
Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
YOI NEI UM N/AD--YEJ NEI UE N/AD-Y-I NEI U[ N/ADl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-40 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: Yo NR UZ Seismic Walkdown Checklist (SWC) SWELl-011 Equipment ID No. 37MCC Equip. Class 1 1 Equipment Description PRIMARY AUX BUILDING MCC 5. Is the anchorage configuration consistent with plant documentation?
YI- Nil U[- N/AO (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since the anchorage configuration verification is not required.6. Based on the above anchorage evaluations, is the anchorage free of YO-- NEI U[potentially adverse seismic conditions?
Anchorage is inside of the cabinet and the doors cannot be opened except during an outage. It was not possible to evaluate the anchorage at the current time.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YO NEI U-] N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE-- NO Ui:I N/AL-]and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulbs need to be restrained to the fixture. CR-IP3-2012-03481 has been written to address this condition.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI UD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YDI N[ UD of potentially adverse seismic interaction effects?Fluorescent bulbs need to be restrained.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-41 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE] No U[Seismic Walkdown Checklist (SWC) SWELl-011 Equipment ID No. 37MCC Equip. Class 1 1 Equipment Description PRIMARY AUX BUILDING MCC Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil UlJ adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment Comments (Additional pages may be added as necessary)

==References:==

SEWS Sheet 480 VAC MCC IP3V-439-0928-4 Motor Control Center- Type WArrangement IP3V-439-0927-3 Motor Control Center- Type WArrangement IP3V-439-0930-4 Motor Control Center- Type WArrangement AWC-028 Evaluated by: Stenhen Yuan Date: 10/22/2012 Date: 10/22/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0. Page C-42 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Seismic Walkdown Checklist (SWC) SWELl-011 Equipment ID No. 37MCC Equipment Description PRIMARY AUX BUILDING MCC Photographs Status: YE ND UfZ Equip. Class' 1 Note: MCC-37 Tag EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-43 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YD- N[D U[Seismic Walkdown Checklist (SWC) SWELl-012 Equipment ID No. 39MCC Equip. Class' 1 Equipment Description CONTROL BUILDING MOTOR CONTROL CENTER 39 Location:
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YE-- NZ of the 50% of SWEL items requiring such verification)?
Not part of anchor checks.2. Is the anchorage free of bent, broken, missing or loose hardware?The panel cannot be opened until plant outage. Requires extensive disassembly.
Anchorage is intemal to MCC and can not be inspected until MCC is opened. MCC is to be powered down and internaly inspected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YO ND] UE N/A-YDI NEI UZ N/A--See #2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?YD NDI Ul N/AD-See #2 above.&#xfd; Enter the equipment class name firom EPRI 1025286. Appendix B: Classes ol'Eqtipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-44 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE] NEI UN Seismic Walkdown Checklist (SWC) SWELl-012 Equipment ID No. 39MCC Equip. Class 1 1 Equipment Description CONTROL BUILDING MOTOR CONTROL CENTER 39 5. Is the anchorage configuration consistent with plant documentation?
YE] NEI UI- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE] NE] U[potentially adverse seismic conditions?
Cannot be determined until cabinet doors can be opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YE NE] UE] N/AE]Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YEI NE UE] N/AE]and masonry block walls not likely to collapse onto the equipment?
Observed fluorscent bulbs adjacent to 39MCC that are not restrained to the fixture. During a seismic event the bulb may dislodge and strike nearby sensitive equipment.
This is documented in CR-IP3-2012-03123.9. Do attached lines have adequate flexibility to avoid damage? YEZ NE] UE] N/AE]Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE] NE uE]of potentially adverse seismic interaction effects?See #8 above.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-45 of 409 ATTACHMENT 9.6 Sheet 3 of 4 Seismic Walkdown Checklist (SWC) SWELl-012 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: Y[-- NEI UZ Equipment ID No. 39MCC Equip. Class 1 1 Equipment Description CONTROL BUILDING MOTOR CONTROL CENTER 39 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Compartment 3G cover and compartment directly above 6K on panel 39MCC are missing two screws out of four. The covers are held with two screws are judged to be sufficient since the compartment covers are small.Cable tray immediately in front of 39MCC had cables with broken zip ties (the cables were not tied to the cable tray). However, the cables are adequately placed inside the tray and will not dislodge during a seismic event. This is judged to be acceptable.
YE NEI UP Comments (Additional pages may be added as necessary) cannot open panel to check anchorage and examine internal compartments until plant outage.

==References:==

9321-F-33833-12 Electrical Nodes for Equipment in Control Building, Sections A-A and B-B SK-024 MCC-39 480 VAC MCC, Control Building El 33'-0", Civil/Structural SEWS Sheets A WC007 Evaluated by: Maggie Farah Date: 10/17/12 Kai Lo /Ic -6 10/17/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-46 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YEI NEI UM Seismic Walkdown Checklist (SWC) SWELl-012 Equipment ID No. 39MCC Equip. Class 1 1 Equipment Description CONTROL BUILDING MOTOR CONTROL CENTER 39 Photographs Note: NO PHOTOS ATTACHED Note: EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-47 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YO] NEI] UF Seismic Walkdown Checklist (SWC) SWELl-013 Equipment ID No. 36CMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36C Location:
Bldg. CB Floor El. 15'-O" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NEl Yes, check the anchorage 2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Cabinet can not be opened while cabinet is powered. Cabinet is to be powered down and intemaly inspected when possible.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YD ND: ULI N/AD3 YDi NO UN N/ADJ YDi NDl UN N/ADl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-48 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YEI NDI U[Seismic Walkdown Checklist (SWC) SWELl-013 Equipment ID No. 36CMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36C 5. Is the anchorage configuration consistent with plant documentation?
YDI N[il U[ N/AI--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y-I ND: UE potentially adverse seismic conditions?
Anchorage is inside of the cabinet and doors must be opened to examine the anchorage.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Target is free from impact by nearby equipment and structures.
YE NEI U-] N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
Tray over the cabinet is supported on long rod hangers. The trays are probably not seismically supported but they are hightly damped. This is considered acceptable.
: 9. Do attached lines have adequate flexibility to avoid damage? YE] NDI UD- N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE ND UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-49 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YD-- NEI UZ Seismic Walkdown Checklist (SWC) SWELl-013 Equipment ID No. 36CMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36C Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ N[:] UI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet needs to be opened to evaluate anchorage and contents.
Extensive disassembly will be required.
Cabinet cannot be opened until plant outage.

==References:==

SEWS Worksheets SK-021 Sheet I of I RO MCC-36C 480 VAC MCC, Control Building El 156-0" Civil/Structural 9321-F-30523-50 Equipment Arrangement, Control Building AWC-002 Evaluated by: Paul Huebsch Date: 10/09/2012 Maaaoie Firnh n ~t~*10/09/2012 Mannie Farah C- r) f. a Kai Lo L co Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-50 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y-- NEI U]Seismic Walkdown Checklist (SWC) SWELl-013 Equipment ID No. 36CMCC Equip. Class 1 1 Equipment Description PAB MOTOR CONTROL CENTER 36C Photographs Note: 36C Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-51 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: YE] NEI U]Seismic Walkdown Checklist (SWC) SWELl-014 Equipment ID No. SWGR 31 Equip. Class 1 2 Equipment Description 480VAC SWGR 31 (BUS 2A AND BUS 5A)Location:
Bldg. CB Floor El. 15'-0" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraae 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YO NZ NOT PART OF ANCHOR CHECKS 2. Is the anchorage free of bent, broken, missing or loose hardware?Access to the outside of the equipment (i.e. equipment aisle) is blocked and protected preventing inspection at the current time. The equipment is to be walked down when aisle becomes unprotected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YO- NO US N/AD1 YO N- US N/AD See answer to question #2.4. Is the anchorage free of visible cracks in the concrete near the anchors?See answer to question #2.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YDI ND US N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-52 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YD-] ND] U[Seismic Walkdown Checklist (SWC) SWELl-014 Equipment ID No. SWGR 31 Equip. Class 1 2 Equipment Description 480VAC SWGR 31 (BUS 2A AND BUS 5A)5. Is the anchorage configuration consistent with plant documentation?
YO-- ND UD N/A[(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration venfication.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE] NDI uI potentially adverse seismic conditions?
See answer to question #2.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YEi] ND UN N/ADl See answer to question #2.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
YDI ND UN N/AD See answer to question #2.9. Do attached lines have adequate flexibility to avoid damage?YO NED U[ N/ADl See answer to question #2.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YDI NO UN See answer to question #2.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-53 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: YE] NE] U[Seismic Walkdown Checklist (SWC) SWELl-014 Equipment ID No. SWGR 31 Equip. Class 1 2 Equipment Description 480VAC SWGR 31 (BUS 2A AND BUS 5A)Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YO-l NDI UE adversely affect the safety functions of the equipment?
See answer to question #2.Comments (Additional pages may be added as necessary)
Evaluated by: Paul Huebsch ,._2 Maooie Farah KaqiIn /Date: 10/09/2012 10/09/2012 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-54 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YDi NEI UN Seismic Walkdown Checklist (SWC) SWELl-014 Equipment ID No. SWGR 31 Equip. Class 1 2 Equipment Description 480VAC SWGR 31 (BUS 2A AND BUS 5A)Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-55 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP3 Status: YE]- N-- UZ Seismic Walkdown Checklist (SWC) SWELl-014 Equipment ID No. SWGR 31 Equip. Class 1 2 Equipment Description 480VAC SWGR 31 (BUS 2A AND BUS 5A)Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-56 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: YEi- NDI UE Seismic Walkdown Checklist (SWC) SWELl-015 Equipment ID No. SWGR 32 Equip. Class 1 2 Equipment Description 480VAC SWGR 32 (BUS 3A & BUS 6A)Location:
Bldg. CB Floor El. 15"0" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraae 1. Is the anchorage configuration verification required (i.e., is the item one YI-- N[of the 50% of SWEL items requiring such verification)?
NOT PART OF ANCHOR CHECKS 2. Is the anchorage free of bent, broken, missing or loose hardware?Access to the outside of the equipment (i.e. equipment aisle) is blocked and protected preventing inspection at the current time. The equipment is to be walked down when aisle becomes unprotected.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YEI NDI UN N/AD--YD- ND-I UH N/AD--See answer to question #2.4. Is the anchorage free of visible cracks in the concrete near the anchors?YDI NDJ U] N/AD--See answer to question #2.Enter the equipment class name from EPRI 1025286. Appendix B: Classes ot'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-57 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P3 Status: Y[-- NE] UE Seismic Walkdown Checklist (SWC) SWELl-015 Equipment ID No. SWGR 32 Equip. Class' 2 Equipment Description 480VAC SWGR 32 (BUS 3A & BUS 6A)5. Is the anchorage configuration consistent with plant documentation?
YLI NEI UI-I N/AM (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration venfication.
: 6. Based on the above anchorage evaluations, is the anchorage free of YEI NEI UE potentially adverse seismic conditions?
See answer to question #2.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
See answer to question #2.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
See answer to question #2.9. Do attached lines have adequate flexibility to avoid damage?See answer to question #2.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?See answer to question #2.YDI ND-] U[ N/AD YD- ND-] U[ N/AD--YDi NDI UM N/AD-Y-- NEI U[Z EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-58 of 409 ATTACHMENT 9.6 SE Sheet 3 of 5 Seismic Walkdown Checklist (SWC) SWELl-015 Equipment ID No. SWGR 32 Equipment Description 480VAC SWGR 32 (BUS 3A & BUS 6A)Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
See answer to question #2.EISMIC WALKDOWN CHECKLIST FORM IP3 Status: YE-- NEI UN Equip. Class 1 2 Y-I NE-I U Comments (Additional pages may be added as necessary)
Evaluated by: Date: 10/09/2012 Maggie Farah K~qi I r C 62 10/09/2012 10/0912012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-59 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE] NE] UZ Seismic Walkdown Checklist (SWC) SWELl-015 Equipment ID No. SWGR 32 Equip. Class' 2 Equipment Description 480VAC SWGR 32 (BUS 3A & BUS 6A)Photographs Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-60 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP3 Status: YO- NE] UN Seismic Walkdown Checklist (SWC) SWELl-015 Equipment ID No. SWGR 32 Equip. Class' 2 Equipment Description 480VAC SWGR 32 (BUS 3A & BUS 6A)Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-61 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: YE] NE] UZ Seismic Walkdown Checklist (SWC) SWELl-016 DEFERRED TO OUTAGE -SEE COMMENTS Equipment ID No. 52/RTB & 52/RTA Equip. Class 1 2 Equipment Description RX TRIP SWITCHGEAR RTA, RTB Location:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Not part of anchorage checks.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y-I NE YD-- NEJ UN N/AD1 YD- N[D U[ N/AD-I YD- NEI ULI N/AD-I Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-62 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P3 Status: YDI NDI UN Seismic Walkdown Checklist (SWC) SWELl-016 DEFERRED TO OUTAGE -SEE COMMENTS Equipment ID No. 52/RTB & 52IRTA Equip. Class' 2 Equipment Description RX TRIP SWITCHGEAR RTA. RTB 5. Is the anchorage configuration consistent with plant documentation?
Y-- ND] U N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 6. Based on the above anchorage evaluations, is the anchorage free of YD:] N[D U[potentially adverse seismic conditions?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YDI NDi U[ N/AD-YDI NDI UN N/AD-YD- NDI UN N/AD YD- NEI uE EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-63 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: YE] NEI- UN Seismic Walkdown Checklist (SWC) SWELl-016 DEFERRED TO OUTAGE -SEE COMMENTS Equipment ID No. 52/RTB & 52/RTA Equip. Class 1 2 Equipment Description RX TRIP SWITCHGEAR RTA, RTB Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YEI NE] U[adversely affect the safety functions of the equipment?
Comments (Additional pages may be added as necessary)
Operations advises that this equipment cannot be opened during an operating cycle. It is only allowed to be opened during an outage therefore this item is deferred to the next outage.

==References:==

932 1-F-30523-50 Equipment Arrangement, Control Building AWC-007&#xb6; 1/ .-A Evaluated by: Paul Huebsch Mag-gie Farah .Date: 10/09/2012 Date: 10/09/2012 Kai Lo /c " Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-64 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE] NE] UE Seismic Walkdown Checklist (SWC) SWELl-016 DEFERRED TO OUTAGE -SEE COMMENTS Equipment ID No. 52/RTB & 52/RTA Equip. Class' 2 Equipment Description RX TRIP SWITCHGEAR RTA, RTB Photographs Note: No photos attached.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-65 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP3 Status: YO- NEI UE Seismic Walkdown Checklist (SWC) SWELl-016 DEFERRED TO OUTAGE -SEE COMMENTS Equipment ID No. 52/RTB & 52/RTA Equip. Class' 2 Equipment Description RX TRIP SWITCHGEAR RTA, RTB Note: No photos attached.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-66 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NFI U--Seismic Walkdown Checklist (SWC) SWELl-017 Equipment ID No. C02-CP-1B Equip. Class 1 0 Equipment Description C02 PANEL Location:
Bldg. DG Floor El. 15'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
YE NEI Yes, the anchorage configuration venfication is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
Y[ NEI U-- N/AD-YE NEI-- N/AD YE NEI U-- N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-67 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: Y[ ND 1 UD--Seismic Walkdown Checklist (SWC) SWELl-017 Equipment ID No. C02-CP-1B Equip. Class 1 0 Equipment Description C02 PANEL 5. Is the anchorage configuration consistent with plant documentation?
Y[ NDi UD- N/AFD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Correct per drawing 9321 -LL- 11049, Sheet 4.6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI Ui--]potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
There is one wall mounted light approximately 3 feet away from panel which does not have a guard. It is judged that the separation precludes the light from having a seismic interaction with the panel.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YE NDI UD1 N/AD YE ND: U[-D N/AD-YN ND- UD- N/AD-Y[ NEI DUD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-68 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NF] U-Seismic Walkdown Checklist (SWC) SWELl-017 Equipment ID No. C02-CP-1B Equip. Class 1 0 Equipment Description C02 PANEL Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NiO UF adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Potential discharge of C02 in the EDG if cabinet is opened therefore, this panel will not have the internals examined.

==References:==

9321-LL-11049 Sheet 4 Issue 1 Auxiliary Control Panels forDG #31, 32, 33 Room C02 System (seismic)
Switchgear DG Alcove Room El 15"-O" Auxiliary Control Panels P7A, P7B and P7C Support Detail 9321-LL-1 1049 Sheet 3 Issue I DG Rms 31, 32, 33 C02 System (Seismic)
Heat Detector/Collector Installation Detail El 15'-0" 9321-LL-1 1049 Sheet 5 Issue 1 Auxiliary Control Panels for DG Rooms #31, #32 and #33 CO system (Seismic)
Switchgear Room, Fl El 15'-0" SOV Splice Box Support Detail Civil/Structural 9321-F-11051 R1 Aux Cntrl Pnls for DG Rms 31, 32, 33 C02 System (seismic)
SwitchgearRm and DG Alcove El 15'-0" Conduit Supports Plan and Sections Electrical ECN 97-3-424-008 Sheets 30 to 50 AWC-001-~9~ /~LcL~Evaluated by: Paul Huebsch Maggie Farah Kai Lo /C. -Date: 10/09/2012 Date: 10/09/2012 Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-69 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ ND I UD--Seismic Walkdown Checklist (SWC) SWELl-017 Equipment ID No. C02-CP-1B Equip. Class 1 0 Equipment Description C02 PANEL Photographs Note: C02 PANEL Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-70 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE1 ND I UD Seismic Walkdown Checklist (SWC) SWELl-018 Equipment ID No. lB 31 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 31 SOLA XFRM Location:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI YN NO -IDU N/A--YN ND- uD:1 N/ADl Y] ND UD-- N/AD-Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-71 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YZ ND1 UD Seismic Walkdown Checklist (SWC) SWELl-018 Equipment ID No. lB 31 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 31 SOLA XFRM 5. Is the anchorage configuration consistent with plant documentation?
YOI NO UI- N/A[--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The bolt pattem perdrawing 9321-F-65013 is lO"x 10". The field measured bolt pattem is 8"x 10" on two base plates. No bolt placement tolerance is indicated on the drawing. CR IP3-2012-03229 has been issued to track resolution.
: 6. Based on the above anchorage evaluations, is the anchorage free of YD NO UD potentially adverse seismic conditions?
Based on the above anchorage evaluations, the anchorage is not free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ ND UD1 N/A[D Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YD N[ UD N/AD and masonry block walls not likely to collapse onto the equipment?
Flourescent fixture above the transformer is firmly connected to Unistrut.
However, the bulbs in the fixture are not restrained to the fixture. CR IP3-2012-03123 has been written to correct the variance.9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YE ND UD N/AD YO NO u-No, see answer to question #8.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-72 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ NEI UD&#xfd;Seismic Walkdown Checklist (SWC) SWELl-018 Equipment ID No. lB 31 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 31 SOLA XFRM Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NI-] UI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

Calculation No. 6604.221-1-CB-TS-001 Seismic Support for Sola Transformers (4-15KVA)SEWS Sheet 480/120 VAC SOLA XFMR (FOR IB-31,31A)
SEWS Sheet 480/120 VAC SOLA XFMR (FOR IB-31,31B)
AWC-007 Evaluated Date: 10/10/2012 Macmclie Farah K i/L C-Date: 10/10/2012
__Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-73 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ N-- U--Seismic Walkdown Checklist (SWC) SWELl-018 Equipment ID No. lB 31 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 31 SOLA XFRM Photographs Note: VIEW OF 31 SOLA XFRM Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-74 of 409 ATTACHMENT 9.6 Sheet I of 4 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: YN NF U[--Seismic Walkdown Checklist (SWC) SWELl-019 Equipment ID No. lB 32 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 32 SOLA XFRM Location:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-ge
: 1. Is the anchorage configuration verification required (i.e., is the item one YE N[i]of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.YIZ NEI Ul- N/AD--YE NEI ui- N/A--YEZ NEI U-- N/A--I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-75 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND UD Seismic Walkdown Checklist (SWC) SWELl-019 Equipment ID No. lB 32 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 32 SOLA XFRM 5. Is the anchorage configuration consistent with plant documentation?
Y-I N -U-I N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The bolt pattern per drawing 9321-F-65013 is 10" x 10". The field measured bolt pattem is 8"x 10"on two base plates. No bolt placement tolerance is indicated on the drawing. CR IP3-2012-03229 has been issued to track resolution.
: 6. Based on the above anchorage evaluations, is the anchorage free of YD] N!Z U-I potentially adverse seismic conditions?
Based on the above anchorage evaluations, the anchorage is not free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Fluorescent fixture above the transformer is firmly connected to Unistrut.
However, the fluorescent bulb is not restrained to the fixture.CR IP3-2012-03123 has been written to correct the variance.9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YE NDI UD- N/A--YDi NZ uDI N/AD-YE NDI ulD N/AD Y- NO U--No, see answer to question #8.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-76 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ NEI UD--Seismic Walkdown Checklist (SWC) SWELl-019 Equipment ID No. lB 32 BU SOLA XFMR BOTTOM Equip. Class 1 4 Equipment Description 32 SOLA XFRM Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ N-I U-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

Calculation No. 6604.22 1-1-CB- TS-001 Seismic Support for Sola Transformers (4-15KVA)SEWS Sheet 480/120 VAC SOLA XFMR (FOR IB-31,31A)
SEWS Sheet 480/120 VAC SOLA XFMR (FOR IB-31,31B)
A WC-007 Evaluated by: K~ai~ Lo  Kai Lo /c67-('Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-77 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ ND u--Seismic Walkdown Checklist (SWC) SWELl-019 Equipment ID No. IB 32 BU SOLA XFMR BOTTOM Equip. Class' 4 Equipment Description 32 SOLA XFRM Photographs Note: 32 SOLA XFRM Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-78 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P3 Status: YZ NF- U-D Seismic Walkdown Checklist (SWC) SWELl-020 Equipment ID No. PC TRANS Equip. Class 1 4 Equipment Description PRZR HTR BK UP GROUP 31 TRANSFORMER Location:
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YI ND-]of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
YED ND[-] UD- N/AD--The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface YE NDI UDI N/AD-oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the YZ NDI UD-. N/AD1 anchors?The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-79 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND UI--Seismic Walkdown Checklist (SWC) SWELl-020 Equipment ID No. PC TRANS Equip. Class 1 4 Equipment Description PRZR HTR BK UP GROUP 31 TRANSFORMER
: 5. Is the anchorage configuration consistent with plant documentation?
YE ND: Ui- N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with SEWS for 31 PRZ HTR BK-UP XFMR and 33 PRZ HTR BK-UP XFMR. See reference list under Comments.6. Based on the above anchorage evaluations, is the anchorage free of YE NDI UDl potentially adverse seismic conditions?
Based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
YE NDI uD- N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NDI UD- N/AD]and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ ND: UID N/AD1 Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI uD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-80 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[ N-- U--Seismic Walkdown Checklist (SWC) SWELl-020 Equipment ID No. PC TRANS Equip. Class 1 4 Equipment Description PRZR HTR BK UP GROUP 31 TRANSFORMER Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEil u-I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors cannot be opened without extensive disassembly.
This cabinet is excluded from the internal visual examination.

==References:==

SEWS Worksheet 
#31 PRZ HTR BK-UP XFMR SEWS Worksheet 
#33 PRESSURIZER BACKUP HEATERS TRANSFORMER 9321-F-30523-50 Equipment Arrangement, Control Building AWC-007 Evaluated Date: 10/11/2012 Date: 10/11/2012 Miaaie Farah arjoie Farah j5j&#xfd;pw&#xfd;EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039 Rev 0, Page C-81 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 Seismic Walkdown Checklist (SWC) SWELl-020 Equipment ID No. PC TRANS Equipment Description PRZR HTR BK UP GROUP 31 TRANSFORMER IP3 Status: Y[ NFI UD Equip. Class 1 4 Photographs Note: PRZR HTR BK UP GROUP 31 TRANSFORMER Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-82 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YZ N7 UD--Seismic Walkdown Checklist (SWC) SWELl-021 Equipment ID No. 31 SI PUMP Equip. Class 1 5 Equipment Description 31 SAFETY INJECTION PUMP Location:
Bldg. PA Floor El. 34'-0" Room, SAFETY INJECTION Area PUMP ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraae 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI YO NDI UiD N/A--YN NDI UEI N/A--YE NEI UD- N/AD--Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPR I 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-83 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YN ND1 UD-Seismic Walkdown Checklist (SWC) SWELl-021 Equipment ID No. 31 SI PUMP Equip. Class 1 5 Equipment Description 31 SAFETY INJECTION PUMP 5. Is the anchorage configuration consistent with plant documentation?
YN ND:] uSl N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with drawing 9321-F-11673-7 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI uD-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
South wall of the room is solid concrete wall per drawing 9321-F-11673 wall. Therefore, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Y[ NDI uD] N/AD--YN NDI uDl N/AD-Y] NDI uD N/AD YE NEI UDl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-84 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ NDi UI--Seismic Walkdown Checklist (SWC) SWELl-021 Equipment ID No. 31 SI PUMP Equip. Class 1 5 Equipment Description 31 SAFETY INJECTION PUMP Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[il U-I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-1 1673-7, PRIMARY AUXILIARY BUILDING CONCRETE, FLOOR AT EL EVATION 34'-0" 9321-F-25113-21, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT SECTION SH 1 AWC-031 Maoaie Farah Evaluated by: Ill &#xa3;Date: 10/22/2012 Kai Lo /C- 1012212012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-85 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ Ni D U-I Seismic Walkdown Checklist (SWC) SWELl-021 Equipment ID No. 31 SI PUMP Equip. Class 1 5 Equipment Description 31 SAFETY INJECTION PUMP Photographs Note: 31 SI PUMP Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-86 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YEZ ND UD Seismic Walkdown Checklist (SWC) SWELl-022 Equipment ID No. 31 ABFP Equip. Class 1 5 Equipment Description MOTOR DRIVEN AUX. FEEDWA TER PUMP NO. 31 Location:
Bldg. AFB Floor El. 18'-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-qe
: 1. Is the anchorage configuration verification required (i.e., is the item one YZ NDI of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
YE NDI UL- N/AD-Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface YE ND U-I N/AD-oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the YE ND] UED N/AD-anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-87 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: Y[ ND] UD Seismic Walkdown Checklist (SWC) SWELl-022 Equipment ID No. 31 ABFP Equip. Class 1 5 Equipment Description MOTOR DRIVEN AUX. FEEDWA TER PUMP NO. 31 5. Is the anchorage configuration consistent with plant documentation?
YN NDI UD1 N/AD--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Field measurements (using a caliper) of anchor bolt diameter is 7/8" which is consistant with Drawing IP3V-209-6.1-0007, Rev. 1. SEWS for ABFP-31 evaluated the anchors using Y/" diameter bolts which is conservative since it's a smaller diameter; therefore this is accpetable.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE ND: U[-D potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YN NDI UD N/AD-YO NDI UD- N/AD-YE NDI U[D N/AD1 YN ND1 ur-D EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-88 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YN N[D UD--Seismic Walkdown Checklist (SWC) SWELl-022 Equipment ID No. 31 ABFP Equip. Class 1 5 Equipment Description MOTOR DRIVEN AUX. FEEDWA TER PUMP NO. 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[-- UI--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS Worksheet 9321-F-20143-9 Auxiliary Feed Pump Building General Arrangemetn Plans Sheet No. I IP3V-209-6.1-0007 Ri General Arrangement forAux Feed Pumps #31 and 33 AWC-012/ ~;, Evaluated by: Paul Huebsch Maggie Farah Date: 10/12/2012 Date: 10/12/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-89 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NRI- U-Seismic Walkdown Checklist (SWC) SWELl-022 Equipment ID No. 31 ABFP Equip. Class 1 5 Equipment Description MOTOR DRIVEN AUX. FEEDWA TER PUMP NO. 31 Photographs Note: MOTOR DRIVEN AUX. FEEDWATER PUMP NO. 31 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-90 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM IP3 Sheet I of 4 Status: YE N1 UDIM Seismic Walkdown Checklist (SWC) SWELl-023 Equipment ID No. 32 ABFP Equip. Class 1 5 Equipment Description TURBINE DRIVEN AUX. FEEDWATER PUMP NO. 32 Location:
Bldg. AB Floor El. 18-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-qe
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
NRC requested northeast bolt to be cleaned for proper examination.
This cannot be done while equipment is protected since access to the pump is limited.On 11/15/2012, the northeast bolt was cleaned and was found acceptable without any corrosion.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NDI YE NEI UID N/AD-YE NDI uD- N/AD-Y[ ND UD- N/AD-Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EFPRI 1025286, Appendix B: Classes of'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-91 of 409 ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: YE ND UD--Seismic Walkdown Checklist (SWC) SWELl-023 Equipment ID No. 32 ABFP Equip. Class 1 5 Equipment Description TURBINE DRIVEN AUX. FEEDWA TER PUMP NO. 32 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Field measurements (using a caliper) of anchor bolt diameter is 7/8" which is consistant with Drawing 9321-F-12083-3.
SEWS for ABFP-32 evaluated the anchors using 4" diameter bolts which is conservative since it's a smaller diameter; therefore this is accpetable.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
YEE NEI UD1 N/A--YE NEI-U-1 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulb adjacent to 32 ABFP needs to be wire restrained to light fixture. This is addressed in CR-IP3-2012-03246.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YE ND-] UD- N/A--YD- NO UD N/AD-YO NDI uDl N/AD-YD- NO U-1 See #8 above.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-92 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM IP3 Sheet 3 of 4 Status: YE NFD UD1 Seismic Walkdown Checklist (SWC) SWELl-023 Equipment ID No. 32 ABFP Equip. Class 1 5 Equipment Description TURBINE DRIVEN AUX. FEED WATER PUMP NO. 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[L] N[Z uD--adversely affect the safety functions of the equipment?
Observed tubing coming out of BFD-61-3 that is in contact with a U-Bolt that supports valve BFD-31. This is addressed in CR-IP3-2012-03246.
Comments (Additional pages may be added as necessary)

==References:==

SEWS Worksheet TURBINE DRIVEN AUX FEEDWATER PUMP NO. 32 CR-IP3-2012-02732 9321-F-12083-3 Shield WallArea, Concrete Plan El 18'-6" 9321-F-20143-9 Auxiliary Feed Pump Building, General Arrangement, Plans -Sheet No. 1 AWC-012~~c2 Evaluaitedl h :Kai Lo Date: 10/15/2012Y M~nn~ip Far'h 10/15/2012 Mar-lie Farah EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-93 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NiI U--Seismic Walkdown Checklist (SWC) SWELl-023 Equipment ID No. 32 ABFP Equip. Class 1 5 Equipment Description TURBINE DRIVEN AUX. FEED WATER PUMP NO. 32 Photographs 4 Note: 32 ABFP Note: Tubing in contact with U-Bolt EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-94 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YEZ Ni D UDl Seismic Walkdown Checklist (SWC) SWELl-024 Equipment ID No. 31 CCWPUMP Equip. Class' 5 Equipment Description CCWPUMPNO 31 Location:
Bldg. PA Floor El. 41'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YE NEI of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
Y[ No U[-] N/AlI Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.YE NEI U[I N/AD-YE NDI UD- N/AD-IEnter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-95 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YEZ ND- ULI--Seismic Walkdown Checklist (SWC) SWELl-024 Equipment ID No. 31 CCWPUMP Equip. Class 1 5 Equipment Description CCW PUMP NO 31 5. Is the anchorage configuration consistent with plant documentation?
YE NDl UL N/A[I: (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with 9321-F-1 1683-10 6. Based on the above anchorage evaluations, is the anchorage free of YE NDI urI potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YO NED UD- N/A-1 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YLI NO ULI N/AD and masonry block walls not likely to collapse onto the equipment?
Observed fluorescent bulbs above 31 CCW pumps 31 and 32 that are not secured to the light fixture. During a seismic event, the bulbs may become loose and strike the oil reservoir west of the pumps. This is addressed in CR-IP3-2012-03481.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI UD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YDI NO UI-of potentially adverse seismic interaction effects?See # 8 above.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039.
Rev. 0, Page C-96 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NI U--Seismic Walkdown Checklist (SWC) SWELl-024 Equipment ID No. 31 CCWPUMP Equip. Class 1 5 Equipment Description CCW PUMP NO 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEIl ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-1 1683-10, PRIMARY AUXILIARY BUILDING CONCRETE, FLOOR AT EL EVA TION 41 '-0" 9321-F-25103-23, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT PLANS AT ELEVATION 15'-0", 32'-6", 34'-0"& 41'-0" 9321-F-25113-21, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT SECTION SH I 9321-F-30843-34, CONDUIT LA YOUT PRIMARY AUXILIARY BUILDING ELEVATION 41'-0" 9321-F-30653-11, CABLE TRAY LAYOUT PRIMARY AUXILIARY BUILDING ELEVATION 15-0", 34'-0" & 41'-0" SH 2 IP3V-209-61-0040, Rev. 1 SEWS for CCW Pump NO 31 AWC-023 Evaluated by: Maggie Farah Date: 10/22/12 Kai Lo /C-102212 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0, Page C-97 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NF-- UL]Seismic Walkdown Checklist (SWC) SWELl-024 Equipment ID No. 31 CCWPUMP Equip. Class 1 5 Equipment Description CCW PUMP NO 31 Photographs Note: 31 CCW Pump Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-98 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YZ NF-- UF Seismic Walkdown Checklist (SWC) SWELl-025 Equipment ID No. 31 CS PUMP Equip. Class' 5 Equipment Description CONTAINMENT SPRAY PUMP #31 Location:
Bldg. PA Floor El. 41'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YIE NE]of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
YZ NO] UI- N/Ar-I Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Y[ NO] UiL N/A-]Y[ NO uD N/AD I Enter the equipment class name from EPRI 1025286, Appendix B: Classes ofEquipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-99 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND UD--Seismic Walkdown Checklist (SWC) SWELl-025 Equipment ID No. 31 CS PUMP Equip. Class 1 5 Equipment Description CONTAINMENT SPRAY PUMP #31 5. Is the anchorage configuration consistent with plant documentation?
YZ NOil UL- N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with 9321-F-11683-13.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE ND UD-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Observed unrestrained fluorscent bulbs directly above the pump's oil reservoir.
During a seismic event, the bulb may fall and strike the oil reservoir.
This is documented in CR-IP3-2012-03481.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YD NE uD N/AD YE NDI UD N/AD Y[ NDI UD N/AD YODNM uD See #7 above.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-100 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[Z NiL U--Seismic Walkdown Checklist (SWC) SWELl-025 Equipment ID No. 31 CS PUMP Equip. Class' 5 Equipment Description CONTAINMENT SPRAY PUMP #31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEI uEl-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-25103-23, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT PLANS AT ELEVATION 15'-0", 32'-6", 34'-0" & 41'-0" 9321-F-11683-13, PRIMARY AUXILIARY BUILDING CONCRETE, FLOOR AT EL EVATION 41'-0" AWC-022&#xfd;E Evaluated by: Magpie Farah Date: 10/22/12 K i c Lo /C 10/22/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-101 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE ND-- UFI Seismic Walkdown Checklist (SWC) SWELl-025 Equipment ID No. 31 CS PUMP Equip. Class' 5 Equipment Description CONTAINMENT SPRAY PUMP #31 Photographs Note: 31 CS Pump Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-102 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: YE NR UD Seismic Walkdown Checklist (SWC) SWELl-026 Equipment ID No. 31 BAST TRANSFER PUMP Equip. Class' 5 Equipment Description BORIC ACID TRANSFER PUMP 31 Location:
Bldg. PA Floor El. 55'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE] NIZ No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name fromn EPRI 1025286. Appendix B: Classes of Equipment.
YE ND- UD- N/A--YE ND U-ID N/A--Y[ NDI u-l N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-103 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YZ NI I UD Seismic Walkdown Checklist (SWC) SWELl-026 Equipment ID No. 31 BAST TRANSFER PUMP Equip. Class 1 5 Equipment Description BORIC ACID TRANSFER PUMP 31 5. Is the anchorage configuration consistent with plant documentation?
Y-I NDI ULi N/A[E (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ N[i] ulI potentially adverse seismic conditions?
Yes, the anchorage configuration is consistent with plant.documentation.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ NDI u-- N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YO ND UD- N/AD--and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YN ND uD- N/A[D]Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ ND-] UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-104 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: YN NI I UDl Seismic Walkdown Checklist (SWC) SWELl-026 Equipment ID No. 31 BAST TRANSFER PUMP Equip. Class 1 5 Equipment Description BORIC ACID TRANSFER PUMP 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YM NEI- UFI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Loose parts in the area need to be removed Damaged insulation on piping needs to be repaired -not an adverse seismic condition.
CR-IP3-2012-03501 has been written to correct this condition 

==References:==

SEWS Sheets Boric Acid Transfer Pump 9321-F- 1783-10 Primary Auxiliary Building Concrete, Floor at El 55'-0" East End 9321-F-25153-22 Primary Auxiliary Building General Arrangement, Plans at El 55'-0" and 73'-0" IP3V-186-6.1-0025-1 Boric Acid Transfer Pump 31 and 32 AWC-032 Date: 10/2212012 Evaluated by: Stephen Yuan Date: 10/22/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0. Page C-105 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE Nn UDl Seismic Walkdown Checklist (SWC) SWELl-026 Equipment ID No. 31 BAST TRANSFER PUMP Equip. Class' 5 Equipment Description BORIC ACID TRANSFER PUMP 31 Photographs Note: Transfer pump Note: Overview of pump Note: Screw driver left on Unistrut EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0. Page C-106 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP3 Seismic Walkdown Checklist (SWC) SWELl-026 Equipment ID No. 31 BAST TRANSFER PUMP Equipment Description BORIC ACID TRANSFER PUMP 31 Status: YIZ NF U[]Equip. Class 2 5 Note: Miscellaneous parts left on top of panel Note: Damaged insulation Note: Damaged insulation Note:-2 Enter tihe equipment class namie firom I PR I 10252X0- Appendix B. (lasses oll quipment EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-107 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 6 IP3 Status: YZJ ND I UDl Seismic Walkdown Checklist (SWC) SWELl-027 Equipment ID No. 32 CHARGING PUMP Equip. Class' 5 Equipment Description NO. 32 CHARGING PUMP Location:
Bldg. PA Floor El. 55-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y[ NEI]YZ NEI UO N/A-YE NEI- U-] N/A--YN NO-] U] N/AD Concrete was chipped out to install equipment adjacent to the pump pedestal.
The excavated volume reduced the anchor bolt edge distance to approximately 2" plus or minus. This condition was evaluated as part of the SQUG review and the condition was found satisfactory for an edge distance as small as one inch.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-108 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 IP3 Status: YZ NiD UD Seismic Walkdown Checklist (SWC) SWELl-027 Equipment ID No. 32 CHARGING PUMP Equip. Class 1 5 Equipment Description NO. 32 CHARGING PUMP 5. Is the anchorage configuration consistent with plant documentation?
YZ NEI U-I N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
The fluorescent tubes in the lights need to be restrained.
This is not considered a seismic impact for hardened equipment.
CR-IP3-2012-03481 has been written to correct this condition 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
There is a partial masonry wall adjacent to the equipment.
This was determined to have been part of the IE Bulletin 80-11 response and that the walls will perform satisfactorily in a seismic event.9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YIZ NED UDI N/AD YE NDI UD N/AD YE ND UD N/AD Y[Z ND UD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-109 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 1P3 Status: YE Nr-i U--Seismic Walkdown Checklist (SWC) SWELl-027 Equipment ID No. 32 CHARGING PUMP Equip. Class 1 5 Equipment Description NO. 32 CHARGING PUMP Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ N[-- U[-I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS Sheet No. 32 CHARGING PUMP IP3V-410-0001-2 DIRECT DRIVE THRU HYD COUPLING 9321-F-1i1693-8 PRIMARY AUXILIARY BUILDING CONCRETE, FLOOR A T EL 55'-0" WEST END 9321-F-25153-22 PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT, PLANS AT ELEVATION 55'-O" AND 73'-0" AWC-030&#xfd;A&#xfd; L'&#xfd;Evaluated by: Stephen Yuan Date: 10/22/2012 Date: 10/22/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-110 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 6 IP3 Status: YE Nr- U--Seismic Walkdown Checklist (SWC) SWELl-027 Equipment ID No. 32 CHARGING PUMP Equip. Class 1 5 Equipment Description NO. 32 CHARGING PUMP Photographs Note: Entering room Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-111 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 IP3 Status: Y[ NEI ULI Seismic Walkdown Checklist (SWC) SWELl-027 Equipment ID No. 32 CHARGING PUMP Equip. Class 1 5 Equipment Description NO. 32 CHARGING PUMP Note: Anchor bolt Note: View of pump VI U L U .v i e w U I p i~ ii r iy Note: Excavated area of pedestal EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-112 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP3 Seismic Walkdown Checklist (SWC) SWELl-027 32 CHARGING PUMP Equipment Descrption NO. 32 CHARGING PUMP Status: YI NiI ULiI Equip. Class2 5 Note: View of piping with excessive unsupported length Note: View of piping with excessive unsupported length EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-113 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NF] UF-]Seismic Walkdown Checklist (SWC) SWELl-028 Equipment ID No. 31 RHR PUMP Equip. Class 1 6 Equipment Description 31 RHR PUMP Location:
Bldg. PA Floor El. 15'-0" Room, PHR PUMP ROOM Area (CELL 31)Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YEI NE of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
YE NEI U-I N/AEl Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface Y[E NEIl ULI N/A[i oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the YE NEil ULI N/A[]anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPR I 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-114 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ Ni D UR Seismic Walkdown Checklist (SWC) SWELl-028 Equipment ID No. 31 RHR PUMP Equip. Class 1 6 Equipment Description 31 RHR PUMP 5. Is the anchorage configuration consistent with plant documentation?
YE- NEI- UiI N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI UI-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YM NDI UDu N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI- ULI N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.Y[ ND_1 UD1 N/AD1 EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-115 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NR] UR Seismic Walkdown Checklist (SWC) SWELl-028 Equipment ID No. 31 RHR PUMP Equip. Class 1 6 Equipment Description 31 RHR PUMP 10. Based on the above seismic interaction evaluations, is equipment free YN N[-] U-I of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YM NEI U--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-25103-23, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT PLANS AT ELEVATION 15'-0", 32'-6", 34"0"& 41'-0" 9321-F-70573-7, PRIMARY AUXILIARY BUILDING INSTRUMENT ARRANGEMENT SH 4 INS TRUMENTA TION 9321-F-25113-21, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT SECTION SHT 1 9321-F-30653-11, CABLE TRA YLA YOUT PRIMARY AUXILIARY BUILDING ELEVATION 15"'0" &34'-0" & 41 -0" SH 2 IP3V-209-61-0041, Rev. 1 IP3V-209-0043, Rev. 2 SEWS for 31 RHR Pump AWC-024 Evaluated by: Maqqie Farah Date: 10/22/12 Kai Lo /10/22/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-116 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NiE] U[-]Seismic Walkdown Checklist (SWC) SWELl-028 Equipment ID No. 31 RHR PUMP Equip. Class 1 6 Equipment Description 31 RHR PUMP Photographs Note: 31 RHR Pump Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-117 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NFIJ U7 Seismic Walkdown Checklist (SWC) SWELl-029 Equipment ID No. 32 RHR PUMP Equip. Class' 6 Equipment Description 32 RHR PUMP Location:
Bldg. PA Floor El. 15'-0" Room, RHR PUMP ROOM Area (CELL 32)Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YDI No of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Observed minor surface cornson on the base plate. Judged to be acceptable.
Therefore, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Y[ N[D UD N/AD--YE NDl uD- N/ADI YE ND UDl N/ADl I Enter the equipment class name from EPRI 1025286, Appendix B: Classes ot'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-118 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ N[-- UD--Seismic Walkdown Checklist (SWC) SWELl-029 Equipment ID No. 32 RHR PUMP Equip. Class 1 6 Equipment Description 32 RHR PUMP 5. Is the anchorage configuration consistent with plant documentation?
Y-I NEil UI N/A[(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YN NEI UI--potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Observed a block wall located at the south side of the intermediate cell between the two pump cells (31 and 32). The lower half of the wall is masonry and the upper portion is concrete.
This wall was seismically qualified in calculation 6604.210-1-CB-001-A, Wall #7.9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations the equipment is free of potentially adverse seismic interaction effects.YM Nil UFL N/A--Y[ NIl Ul-- N/AL]YE Nil U[-7 N/AD Y[ NO Ui7 EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-119 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NE-J U-Seismic Walkdown Checklist (SWC) SWELl-029 Equipment ID No. 32 RHR PUMP Equip. Class' 6 Equipment Description 32 RHR PUMP Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YO NEIl U-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-70573-7, PRIMARY AUXILIARY BUILDING INSTRUMENT ARRANGEMENT SH 4 INS TRUMENTA TION IP3V-209-61-0041, Rev. 1 9321-F-25103-23, PRIMARY AUXILIARY BUILDING GENERAL ARRANGEMENT PLANS AT ELEVATION 15'-0", 32'-6", 34'-0"& 41'-0" 9321-F-1 1663-16, PRIMARY AUXILIARY BUILDING CONCRETE FLOOR AT ELEVATION 15'-0" A WC-027 Calculation 6604.210-1-CB-001-A Evaluated by: Maaqie farah 5 i Date: 10/22/2012 Kai Lo /C. 10/22/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-120 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YIZ NFD U-]Seismic Walkdown Checklist (SWC) SWELl-029 Equipment ID No. 32 RHR PUMP Equip. Class 1 6 Equipment Description 32 RHR PUMP Photographs Note: 32 RHR Pump Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-121 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM IP3 Sheet I of 4 Status: YIZ NIL UD-Seismic Walkdown Checklist (SWC) SWELl-030 Equipment ID No. 32 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 32 Location:
Bldg. IS Floor El. 15'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y[R NEl Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE NE- UD N/AD1 Y[ NEI U-I N/AE--Y[ NEI UF- N/ADl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-122 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND-- U-Seismic Walkdown Checklist (SWC) SWELl-030 Equipment ID No. 32 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 32 5. Is the anchorage configuration consistent with plant documentation?
YE ND] UI- N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation, see references under comments section.6. Based on the above anchorage evaluations, is the anchorage free of Y[Z ND[-1 uD-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YN ND] UD] N/AD Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE ND: UDJ N/ADl and masonry block walls not likely to collapse onto the equipment?
Ceiling of the area consists of grating which did not seem to be attached to the support steel. The grating was noted to be resting on support steel. During a seismic event the grating may fall and impact the equipment.
It was determined that the grating is adequately supported and would not be displaced by a seismic event.9. Do attached lines have adequate flexibility to avoid damage? Y[ ND- uD- N/AD:]Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-123 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P3 Status: Y[ NFI U--Seismic Walkdown Checklist (SWC) SWELl-030 Equipment ID No. 32 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI- UD-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-22423-9 Yard Area, Restraint and Support Design Lines 1081, 1082, 1083, 1084, 1085 and 1086 SWEWS Worksheet 32 SERVICE WATER PUMP IP3V-0209-0064 R1 General Arrangement 9321-F-20123-13 Intake Structure, General Arramgemetn, Sections 9321-F-10113-8 Intake Structure Concrete Top Slab Plan CR-IP3-2012-02710 AWC-010~u Evaluated by: Paul Huebsch Magpgie Farah Date: 10/12/2012 Date: 10/12/2012 Date: 10/12/2012 Kai Lo 1(f P, EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-124 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ NFD U--Seismic Walkdown Checklist (SWC) SWELl-030 Equipment ID No. 32 SW PUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 32 Photographs NO PHOTOS WERE TAKEN Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-125 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE Nn UD Seismic Walkdown Checklist (SWC) SWELl-031 Equipment ID No. 36 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 36 Location:
Bldg. IS Floor El. 15'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NDI YN NEI IE] N/A--YM NDI IEU N/AD1 YE NDI UD- N/ADl Yes, the anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-126 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE ND I UD--Seismic Walkdown Checklist (SWC) SWELl-031 Equipment ID No. 36 SW PUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 36 5. Is the anchorage configuration consistent with plant documentation?
YN NEil Ui N/ADl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
See references listed under Comment section.6. Based on the above anchorage evaluations, is the anchorage free of YN ND: UD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Ceiling of the area consists of grating which, if not attached to the support steel could fall and impact the equipment.
It was determined that the grating is adequately supported and would not be displaced by a seismic event.9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Y[ NDI UD] N/ADl Y[ NDI uD1 N/AD]Y[N NDI uDl N/AD-Y[ NEI U--EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-127 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ N[D Ut--Seismic Walkdown Checklist (SWC) SWELl-031 Equipment ID No. 36 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 36 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N-- Ut]adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-22423-9 Yard Area, Restraint and Support Design Lines 1081, 1082, 1083, 1084, 1085 and 1086 SWEWS Worksheet 32 SERVICE WATER PUMP IP3V-0209-0064 R1 General Arrangement 932 1-F-20123-13 Intake Structure, General Arramgemetn, Sections 9321-F-101 13-8 Intake Structure Concrete Top Slab Plan 9321-F-20014-3 Ristroph Traveling Screens, Intake Structure, Screen Wash Piping, Plan, Mechanical AWC-010&#xa3;--V...Evaluated by: Paul Huebsch Date: 10-12-2012 A4 Maaaie Farah 10-12-2012 Kai Lo Ic 6' 10-12-2012 EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-128 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ ND I UD-1 Seismic Walkdown Checklist (SWC) SWELl-031 Equipment ID No. 36 SWPUMP Equip. Class 1 6 Equipment Description SERVICE WATER PUMP NO. 36 Photographs NO PHOTOS WERE TAKEN Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-129 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE ND UD Seismic Walkdown Checklist (SWC) SWELl-032 Equipment ID No. 31 DG FUEL XFER PUMP Equip. Class 1 6 Equipment Description F.O. TRANSFER PUMP Location:
Bldg. YD Floor El. 38'-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE N-YZ ND UD- N/ADl Y[ NO LID N/AD-Y[D ND U-- N/AE The pump is fixed to the nozzle on the underground tank and there is no concrete attachment.
Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-130 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE NR UDl Seismic Walkdown Checklist (SWC) SWELl-032 Equipment ID No. 31 DG FUEL XFER PUMP Equip. Class 1 6 Equipment Description F.O. TRANSFER PUMP 5. Is the anchorage configuration consistent with plant documentation?
YM NF U-I N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE NDI uDE-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YIZ NDI UD- N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI uD- N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NED UD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE ND-- UDl of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-131 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NRi- U-Seismic Walkdown Checklist (SWC) SWELl-032 Equipment ID No. 31 DG FUEL XFER PUMP Equip. Class 1 6 Equipment Description F.O. TRANSFER PUMP Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI- UFi-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS Sheet F. 0. Transfer Pump 9321-05-20324 Model VITX-SD 3x6JLC/4STG 9321-F-22513-9 Diesel Generator Building General Arrangement, Elevations 9321-F-22503-7 Diesel Generator Building General Arrangement, Plans AWC-037 Date: 10/23/2012 Evaluated by: Stephen Yuan Paul I-hph.'zrih Date: 10/23/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-132 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YIZ ND u-Seismic Walkdown Checklist (SWC) SWELl-032 Equipment ID No. 31 DG FUEL XFER PUMP Equip. Class 1 6 Equipment Description F.O. TRANSFER PUMP Photographs i I Note: View of pump Note: View of pump I Note: View of pump Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-133 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P3 Status: YE NE] U7 Seismic Walkdown Checklist (SWC) SWELl-034 Equipment ID No. MS-PCV-1310A Equip. Class' 7 Equipment Description 32 ABFP STEAM SUPPLY Location:
Bldg. AFB Floor El. 43'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YE NEI of the 50% of SWEL items requiring such verification)?
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
YN N-- U-I N/AE--The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The anchorage is free of visible cracks in the concrete near the anchors.YE NEI U[I] N/AD-YE NEI U[:] N/A[]Enter the equipment class name from EPR I 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-134 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YEZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-034 Equipment ID No. MS-PCV-1310A Equip. Class 1 7 Equipment Description 32 ABFP STEAM SUPPLY 5. Is the anchorage configuration consistent with plant documentation?
YD- NE UrI N/AD (Note: This question only applies if the item is one of the 50% for which anchorage configuration verification is required.)
The base plate configuration and anchor bolt spacing are different from Dwg 932 1-F-60825 The anchor bolt spacing is greater than that shown on the design drawing and is therfore conservative.
The vertical post is a square tube rather than a channel as shown on Dwg 9321-F-60825.
This is conservative since the tube has greater section modulus than the channel.CR IP3-2012-3394 has been written to correct the documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE NEI UD-potentially adverse seismic conditions?
The discrepancies as described in item 5 above are conservative and therefore the support is adequate.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures Y[ NDI uD- N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND-- UD- N/AD--and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NDI UD-- N/AD--Attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-135 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P3 Status: YZ NFD U-Seismic Walkdown Checklist (SWC) SWELl-034 Equipment ID No. MS-PCV-1310A Equip. Class 1 7 Equipment Description 32 ABFP STEAM SUPPLY 10. Based on the above seismic interaction evaluations, is equipment free YE N-- UI-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ N[-7 U-7 adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
The minimum edge distance of one anchor is about 4" which is potentially less than the acceptable minimum.However, the base plate supports a spring can, which will only exert gravity loading on the base plate.Therefore, there will be no tension due to bending or uplift and there will be no shear loading. Therefore, the reduction in edge distance is not a seismic concern. CR-IP3-2012-03394 has been issued to resolve the configuration record.

==References:==

932 1-L-60825 Pipe Support Details 9321-F-21253-13 Auxiliary Feed Pump Building, Turbine Supply and Exhaust Piping Plans and Sections AWC-014 Evaluated by: Stephen Yuan Date: 10/16/2012 10/16/2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-136 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NR URi-Seismic Walkdown Checklist (SWC) SWELl-034 Equipment ID No. MS-PCV-1310A Equip. Class' 7 Equipment Description 32 ABFP STEAM SUPPLY Photographs r Note: MS-PCV-1310A Note: Anchor bolt has about 4" edge distance.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-137 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P3 Status: YZ NE] UP Seismic Walkdown Checklist (SWC) SWELl-035 Equipment ID No. MS-PCV-1310B Equip. Class' 7 Equipment Description 32 ABFP STEAM SUPPLY Location:
Bldg. AFB Floor El. 32'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YE NE]of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken and missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NE] uE- N/AE-Y[ NE] u-- N/AE-YN NE] UEI N/AE-The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes oflEquipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-138 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE NR-] U-Seismic Walkdown Checklist (SWC) SWELl-035 Equipment ID No. MS-PCV-1310B Equip. Class' 7 Equipment Description 32 ABFP STEAM SUPPLY 5. Is the anchorage configuration consistent with plant documentation?
YO-l NZ U-II N/AOl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The support has a horizontal tube at the base whereas the design drawing 9321-L-60825, Sheet 26 shows the vertical steel continuing to the base plate.The vertical post is not concentric with the base plate as detailed on the design drawing 9321-L-60825, Sheet 26.The post is a tube steel section whereas the design drawing 9321-L-60825, Sheet 26, shows a channel CR-IP3-2012-03394 has been written to investigate these differences.
: 6. Based on the above anchorage evaluations, is the anchorage free of YO-- NE ULI-potentially adverse seismic conditions?
No see answer to #5 above.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment and structures.
YE NI UDl N/AED 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NO UEI N/AD and masonry block walls not likely to collapse onto the equipment?
Fluorescent tubes are not restrained.
By engineering judgement this is not considered a seismic risk for this equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NEI UEI N/AD Yes, attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-139 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YEZ N[:] UW--Seismic Walkdown Checklist (SWC) SWELl-035 Equipment ID No. MS-PCV-1310B Equip. Class 1 7 Equipment Description 32 ABFP STEAM SUPPLY 10. Based on the above seismic interaction evaluations, is equipment free YE Ni U-I of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[:] Ui adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

Drawing 9321-L-60825 sht. 26, Hanger no. MS-H-1027-20-V AWC-013 Date: 10/16/2012 Evalua ited bh: Stenhen Yuan ~7v.vr-. ..........
Date: 10/16/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-140 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ NFD U--Seismic Walkdown Checklist (SWC) SWELl-035 Equipment ID No. MS-PCV-1310B Equip. Class 1 7 Equipment Description 32 ABFP STEAM SUPPLY Photographs Note: Equipment tag Note: Support arrangement Note: Equipment tag Note: Support arrangement EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-141 of 409 ATTACHMENT 9.6 Sheet I of 4 Seismic Walkdown Checklist (SWC) SWELl-036 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: Y] NE-1 Ui1 Equipment ID No. CH-MOV-441 Equip. Class 1 8 Equipment Description 31 RCP SEAL INJ CTMT ISO VLV Location:
Bldg. PP Floor El. 41 -0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NEI Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name fiom EPRI 1025286, Appendix B: Classes of Equipment.
Y] NEI U-I N/Ar]YZ NEI U-- N/A--YZ NDI UD- N/A[:]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-142 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ NDI uD-Seismic Walkdown Checklist (SWC) SWELl-036 Equipment ID No. CH-MOV-441 Equip. Class' 8 Equipment Description 31 RCP SEAL INJ CTMT ISO VLV 5. Is the anchorage configuration consistent with plant documentation?
YE NEI U-I N/AED (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE N[D] U[D-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YN NDI UD1 N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y N N uD N/AWD and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y; ND- UD N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI uD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-143 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM IP3 Sheet 3 of 4 Status: YE NFI U--Seismic Walkdown Checklist (SWC) SWELl-036 Equipment ID No. CH-MOV-441 Equip. Class' 8 Equipment Description 31 RCP SEAL INJ CTMT ISO VLV Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil UI--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-L-60139,Sht 39, 40, R1, PAB/PIPE TRENCH AREA CHEMICAL & VOLUME CONTROL PIPE SUPPORT DETAILS 9321-F-26773-33, COMPOSITE PIPING IN TRENCHES SHEET NO 2.SEWS 31 RCP SEAL INJ CTMT ISO VL V AWC-038 Evaluated by: Stephen Yuan Date: 10/24/12 10/24/12 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev 0. Page C-144 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 Seismic Walkdown Checklist (SWC) SWELl-036 Equipment ID No. CH-MOV-441 Equipment Description 31 RCP SEAL INJ CTMT ISO VLV Photographs IP3 Status: Y[M NF1 UR Equip. Class' 8 Note: STEEL SUPPORT FRAME Note: ANOTHER VIEW OF CH-MOV-441 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-145 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P3 Status: YZ N[- ui-Seismic Walkdown Checklist (SWC) SWELl-037 Equipment ID No. CH-MOV-442 Equip. Class 1 8 Equipment Description 32 RCP SEAL INJ CTMT ISO VLV Location:
Bldg. PP Floor El. 41'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoracqe
: 1. Is the anchorage configuration verification required (i.e., is the item one Y] NEI of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchors.Y[ NEI UDl N/AD1 YN NDJ UEi N/AD-Y[ NDI uD- N/AD1 I Enter the equipment class name from EPRI 1025286, Appendi\ B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-146 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YZ NF] UD-Seismic Walkdown Checklist (SWC) SWELl-037 Equipment ID No. CH-MOV-442 Equip. Class 1 8 Equipment Description 32 RCP SEAL INJ CTMT ISO VLV 5. Is the anchorage configuration consistent with plant documentation?
YE ND Ur-i N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
: 6. Based on the above anchorage evaluations, is the anchorage free of YEE NDI UD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YN NDI uDl N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI UD N/AD and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ ND uD N/AD Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN ND UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-147 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P3 Status: Y[ NIJ UD--Seismic Walkdown Checklist (SWC) SWELl-037 Equipment ID No. CH-MOV-442 Equip. Class' 8 Equipment Description 32 RCP SEAL INJ CTMT ISO VLV Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ N[:] ui--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment Comments (Additional pages may be added as necessary)

==References:==

Dwg 9321-L-60139,Sht 
: 39. 40, R1, PAB/PIPE TRENCH AREA CHEMICAL & VOLUME CONTROL PIPE SUPPORT DETAILS 9321-F-26773-33, COMPOSITE PIPING IN TRENCHES SHEET NO 2.SEWS 32 RCP SEAL INJ CTMT ISO VLV AWC-038 Date: 10/24/2012 Evaluated by: Stephen Yuan Paul Huebsch Date: 10/24/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-148 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE NF-] U--Seismic Walkdown Checklist (SWC) SWELl-037 Equipment ID No. CH-MOV-442 Equip. Class' 8 Equipment Description 32 RCP SEAL INJ CTMT ISO VLV Photographs Note: CH-MOV-442 Note: STEEL SUPPORTFRAME EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev 0 Page C-149 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP3 Photographs I Note: Note: Note: EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-150 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YZ ND] U--Seismic Walkdown Checklist (SWC) SWELl-039 Equipment ID No. CH-SOV-110A Equip. Class 1 8 Equipment Description CH-FCV-110A SOLENOID VALVE Location:
Bldg. PA Floor El. 80'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE-I NIO YE NEI ULE] N/A-1 YZ NE- UIE-I YEZ NEI LIE N/AE1h Yes, the anchorage is free of visible cracks in the concrete near the anchors.Enterthe equipment class name from EPRI 1025286. Appendix B: Classes ofEquipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0. Page C-151 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YN NI I Ui--Seismic Walkdown Checklist (SWC) SWELl-039 Equipment ID No. CH-SOV-110A Ec Equipment Description CH-FCV-110A SOLENOID VALVE 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since the anchorage is attached to steel.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
luip. Class' 8 Y-I NEI UW N/AE YN NOIIUL Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ NEI U-- N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NWI U[- N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI UWI N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ ND-- UD--of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-152 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NF-- U--Seismic Walkdown Checklist (SWC) SWELl-039 Equipment ID No. CH-SOV-110A Equip. Class 1 8 Equipment Description CH-FCV-110A SOLENOID VALVE Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ N[:] U[I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS Sheet Boric Acid Flow Ctrl 9321-F-25863-35 Primary Auxiliary Building, Composie Piping Arrangement at El 73'-0", Sheet No. 3 9321-F-70413-11 Primary Auxiliary Building Instrument Arrangement Sheet No. 2 Instrumentation AWC-026 Evaluated by: Stephen Yuan Date: 10/22/12 111/2-Paul huebsch 10/22112 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-153 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: ND U[D Seismic Walkdown Checklist (SWC) SWELl-039 Equipment ID No. CH-SOV-110A Equip. Class' 8 Equipment Description CH-FCV-110A SOLENOID VALVE Photographs I I Note: Name tag EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-154 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: Y[ N-I ULI-]Seismic Walkdown Checklist (SWC) SWELl-040 Equipment ID No. CT-LCV-1158-1 Equip. Class' 8 Equipment Description COND STORAGE TANK TO CONDENSERS CT-LCV-1158-1 SOLENOID Location:
Bldg. AFB Floor El. 18'-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Y-I NO YEl' NE I U[] N/A[Not applicable as valve is a in-line valve.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YEll NEI UEll NIAM Not applicable as valve is a in-line valve.4. Is the anchorage free of visible cracks in the concrete near the anchors?YEl NEl U[] NWAN Not applicable as valve is a in-line valve.5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
YE:l NOll U1 N/A[Not applicable as valve is a in-line valve.' Enter the equipment class name fi-om EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-155 of 409 ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: N-- UD--Seismic Walkdown Checklist (SWC) SWELl-040 Equipment ID No. CT-LCV-1158-1 Equip. Class' 8 Equipment Description COND STORAGE TANK TO CONDENSERS CT-LCV-1158-1 SOLENOID 6. Based on the above anchorage evaluations, is the anchorage free of Y[ N-] UFD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YN ND UD N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ ND ULi N/ADl and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[E ND UDl N/ADl Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI UDl of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Y[ ND UDl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-156 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NF-] UiD Seismic Walkdown Checklist (SWC) SWELl-040 Equipment ID No. CT-LCV-1158-1 Equip. Class 1 8 Equipment Description COND STORAGE TANK TO CONDENSERS CT-LCV-1158-1 SOLENOID Comments (Additional pages may be added as necessary)

==References:==

Drawings:
9321-F-20183, Rev 61, Flow diagram condensate 
& boiler feed pump suction.AWC-012 Evaluated by: Paul Huebsch Date: 10/12/12 Maggie Farah Date: 10/12/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0 Page C-157 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P3 Status: YFJ NFI- UEl Seismic Walkdown Checklist (SWC) SWELl-040 Equipment ID No. CT-LCV-1158-1 Equip. Class' 8 Equipment Description COND STORAGE TANK TO CONDENSERS CT-LCV-1158-1 SOLENOID Photographs b.i Note: CT-LCV-1 158-1 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-158 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YN NIJ U--1 Seismic Walkdown Checklist (SWC) SWELl-041 Equipment ID No. MS-SOV-1230 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Location:
Bldg. AFB Floor El. 73-8" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YL-J NN of the 50% of SWEL items requiring such verification)?
This is not a part of the anchor configuration verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
There is evidence of minor surface corrosion only.4. Is the anchorage free of visible cracks in the concrete near the anchors?At the point of attachment of the support frame to the concrete, the concrete is free of visible cracks.YN NDI UD- N/AD-YI NDI UD N/AD-Y[ NDI UD1 N/AD1 I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-159 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YEI ND U7i Seismic Walkdown Checklist (SWC) SWELl-041 Equipment ID No. MS-SOV-1230 Ec Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
uip. Class 1 8 YDI NF UD- N/AZ YE NEI UD Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
Y[ NDI UD1 N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YO NDI UEi N/AD--and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI UD- N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDl UDl of potentially adverse seismic interaction effects?Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-160 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YN NR Ui Seismic Walkdown Checklist (SWC) SWELl-041 Equipment ID No. MS-SOV-1230 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ N-- U[-adversely affect the safety functions of the equipment?
Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Comments (Additional pages may be added as necessary)

==References:==

9321-F-32963-19 Conduit Layout, Auxillary Boiler Feed Pump Area -Sh 2 9321-F-70093-19 Instrument Air Supply, Sheet 2, Instrumentation and Restraint and Support Design IP3V-0041-0001 R2, Main Steam Stop Valve Panel Board w/Controls and 9" Air Cylinder Dashpot and Accumulator Mounting AWC-017 Evaluated by: Stephen Yuan Date: 10/17/2012 Paul Huebsch Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0, Page C-161 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YIZ ND] u0 Seismic Walkdown Checklist (SWC) SWELl-041 Equipment ID No. MS-SOV-1230 Equip. Class' 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Photographs F .. ... ...... i -___-__________________
Note: Equipment tag Note: Cage surrounding valve Note: View of support frame Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-162 of 409 ATTACHMENT 9.6 Sheet I of 4 IP3 SEISMIC WALKDOWN CHECKLIST FORM Status: YE NFD U--i Seismic Walkdown Checklist (SWC) SWELl-042 Equipment ID No. MS-SOV-1233 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Location:
Bldg. AFB Floor El. 73'-8" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoracie
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
This is not a part of the anchor configuration verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YDI NE YIN NEI U-- N/AD-Y[ NDI uD N/AD-There is evidence of minor surface corrosion only.4. Is the anchorage free of visible cracks in the concrete near the anchors?At the point of attachment of the support frame to the concrete, the concrete is free of visible cracks.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of'Equipment.
YE NDI UD- N/A--EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-163 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YN N UF-I Seismic Walkdown Checklist (SWC) SWELl-042 Equipment ID No. MS-SOV-1233 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY 5. Is the anchorage configuration consistent with plant documentation?
Y-I NDI U-I N/AW (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ ND:] UD-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ NEI- UD N/A[D-Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NI U[II N/AD-and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ ND: UEl N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[Z NDl UID of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-164 of 409 ATTACHMENT 9.6 Sheet 3 of 4 IP3 SEISMIC WALKOOWN CHECKLIST FORM Status: YZ NI-- U--Seismic Walkdown Checklist (SWC) SWELl-042 Equipment ID No. MS-SOV-1233 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI UI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-32963-19 Conduit Layout, Auxiliary Boiler Feed Pump Area -Sh 2 9321-F-70093-19 Instrument Air Supply, Sheet 2, Instrumentation and Restraint and Support Design IP3V-0041-O001 R2, Main Steam Stop Valve Panel Board wiControls and 9" Air Cylinder Dashpot and Accumulator Mounting AWC-017 Evaluated by: Stephen Yuan Date: 10/17/2012
-~4 j 2 Paul Huebsch Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-165 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Seismic Walkdown Checklist (SWC) SWELl-042 Equipment ID No. MS-SOV-1233 E Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 SUPPLY Photographs Status: YW ND U--quip. Class' 8 Note: Cage surrounding valve&#xfd; Note: View of valve in cage II EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-166 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YZ NF U-Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. MS-SOV-1230 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Location:
Bldg. AFB Floor El. 73'-8" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one Y-I NE of the 50% of SWEL items requiring such verification)?
This is not a part of the anchor configuration verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YIZ NE] UI N/AD]YE NI Ul-] N/A[There is evidence of minor surface corrosion only.4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NEI uLIE N/Ar-At the point of attachment of the support frame to the concrete, the concrete is free of visible cracks.Enter the equipment class namie fiom EPRI 1025286, Appendix B: Classes of Equipmnent.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-167 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE ND I UL-I Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. MS-SOV-1230 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID 5. Is the anchorage configuration consistent with plant documentation?
Y-I NDI UD N/AH (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y] NDI UI--potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YE NDI U-I N/AD Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YM NDI U-I N/AD-and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NDI UD: N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-168 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[ NI-- UD--Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. MS-SOV-1230 Equip. Class' 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ Nil Ui--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-32963-19 Conduit Layout, Auxiliary Boiler Feed Pump Area -Sh 2 9321-F-70093-19 Instrument Air Supply, Sheet 2, Instrumentation and Restraint and Support Design IP3V-0041-0001 R2, Main Steam Stop Valve Panel Board wiControls and 9" Air Cylinder Dashpot and Accumulator Mounting AWC-017)&#xfd;&#xfd; t-&#xfd;Evaluated by: Stephen Yuan Date: 10/17/2012 K Paul Huebsch Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039 Rev 0, Page C-169 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y] NF] UD--Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. MS-SOV-1230 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Photographs Note: Name tag Note: Cage surrounding valve Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-170 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YN NIII UL-I Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. MS-SOV-1233 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Location:
Bldg. AFB Floor El. 73-8" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y-- NO This is not a part of the anchor configuration verification.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YE NEI ui- N/A--YE NEI U-- N/ADl There is evidence of minor surface corrosion only.4. Is the anchorage free of visible cracks in the concrete near the anchors?YO NEI uDl N/AD-At the point of attachment of the support frame to the concrete, the concrete is free of visible cracks.Enter the equipment class name fiom EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-171 of 409 ATTACHMEI Sheet 2 of NJT 9.6.4 SEISMIC WALKDOWN CHECKLIST FORM IP3 Status: YZ ND- UD-Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. MS-SOV-1233 Equip. Class' 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID 5. Is the anchorage configuration consistent with plant documentation?
YE] NDI UD- N/A[(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
YE NDI U[l Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
Y[ ND-I UDI N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NDI ULi N/AD-and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NDI UDl N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NiD UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-172 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NR U-Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. MS-SOV-1233 Equip. Class 1 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEI Ui-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-32963-19 Conduit Layout, Auxillary Boiler Feed Pump Area -Sh 2 9321-F-70093-19 Instrument Air Supply, Sheet 2, Instrumentation and Restraint and Support Design IP3V-0041-O001 R2, Main Steam Stop Valve Panel Board w/Controls and 9" Air Cylinder Dashpot and Accumulator Mounting A WC-O 17&#xfd;A&#xfd; L'&#xfd;k -qto han Vjinn Uy Date: 10/17/2012
(.*. ...Paul Huebsch Date: 10/17/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0, Page C-173 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YF&#xfd; NR Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. MS-SOV-1233 Equip. Class' 8 Equipment Description SG#31 MAIN STM ISOLATION VALVE 31 EXHAUST SOLENOID Photographs Note: Equipment tag&#xfd; Note: View of valve in cage EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-174 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P3 Status: YN NRI- UD Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. PAB SUPPLYFAN Equip. Class' 9 Equipment Description PRIMARY Location:
Bldg. PA Floor El. 41'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchor bolts of the fan and motor are severely corroded.
It is more than mild surface oxidation.
CR IP3-2012-03624 has been written to remedy this condition.
There is a considerable amount of water on the floor indicating possible leakage from piping in the area. No obvious points of leakage were noted. LB-20 evaluation is generated to analyze the corroded anchor bolts.4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NEI YZ NDI UD] N/A[D YDI NE uDl N/AE]YE NDI IJEI N/AD-Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-175 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YE ND I UD--Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. PAB SUPPLYFAN Equip. Class 1 9 Equipment Description PRIMARY 5. Is the anchorage configuration consistent with plant documentation?
YE N[:] U[:] N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchor bolt layout is different from SEWS PAB SUPPORT FAN.The motor has only two support points on one end and connects to the fan base frame at other end. The SEWS shows four anchor points and treats the motor as an independent object in its calculation.
The SEWS calculation does not match as-built situation in the field. CR IP3-2012-03624 has been written to remedy this condition.
Yes, the anchorage configuration is consistent with calculation IP3-CALC-PABHV-02202.
: 6. Based on the above anchorage evaluations, is the anchorage free of YE NDi UD-potentially adverse seismic conditions?
Yes, the anchorage free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.YZ ND- UD- N/AD YO NDI UD N/AD-YE NDI uDIE N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-176 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: YE NR ULI Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. PAB SUPPLYFAN Equip. Class 1 9 Equipment Description PRIMARY 10. Based on the above seismic interaction evaluations, is equipment free YM NWl ULi of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NW-- U--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Expansion joint at fan outlet is degraded and partially missing. Needs to be fixed.CR IP3-2012-03625 has been written to remedy this condition.
There are three latches on the access door to the plenum and the bottom latch swings freely and does not secure the door panel. CR-IP3-2012-03655 has been written to remedy this condition.

==Reference:==

SEWS PAB SUPPL Y FAN IP3 V-439-0168 9321-F-70583 R11, PAB INSTRUMENT ARRANGEMENT SHT. NO. 5 9321-F-30843-34, CONDUIT LA YOUT PAB EL. 41'932 1-F-40403-7, PAB HEATING AND VENTILATION SECTIONS -SHT NO.3 AWC-035 Evaluated by: Stephen Yuan Date: 10124/2012 Paul Huebsch Date: 10124/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-177 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YZ Nn UD Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. PAB SUPPLYFAN Equip. Class' 9 Equipment Description PRIMARY Photographs I F Note: Sign outside the room.Note: Support corrosion at near side.Note: Expansion joint at fan outlet is degraded and partially missing.EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev. 0. Page C-178 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 1P3 Status: YE N[:] UD Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. PAB SUPPLYFAN Equip. Class' 9 Equipment Description PRIMARY Note: Support at far side of the fan.Note: Close up. The anchor bolts to the concrete floor are severelly corroted.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-179 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P3 Status: YZ ND UD--Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. VC PURGEIPAB EXH 31 Equip. Class 1 9 Equipment Description 31 PAB EXHUAST FAN (31 PABEF)Location:
Bldg. FB Floor El. 72-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YlI NE of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Observed two bolts nuts in the southeast comer of the fan that between one or two threads that are not engaged. SWES judged this to be acceptable since the rest of the bolts have sufficient engagment.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE NEI UDI N/AE-Y[ NDI U-- N/AD-YE NDI ULI N/A--EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-180 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND UD Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. VC PURGE/PAB EXH 31 E Equipment Description 31 PAB EXHUAST FAN (31 PABEF)5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
quip. Class 1 9 YDI NEI U-I N/AZ YN NEI U--Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE ND I uD-- N/A[l 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NOi- UF- N/A[]and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YN NDI UDl N/ADJ Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI uD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-181 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YjN ND-- U--Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. VC PURGE/PAB EXH 31 Equip. Class 1 9 Equipment Description 31 PAB EXHUAST FAN (31 PABEF)Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ N[-] U[-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-25133-14, FAN ROOM & PIPING TRENCH GENERAL ARRANGEMENT SECTIONS 9321-F-40883-2, DRAIN PRIMARY AUXILIARY BUILDING EXHAUST CONTAINMENT BUILDING PURGE & CONTAINMENT BUILDING PRESSURE RELIEF FILTER SYSTEM PLAN & SECTION 9321-F-40823-5, FAN HOUSE PRIMARYAUXILIARY BUILDING EXHAUST & CONTAINMENT BUILDING PURGE FILTER SYSTEM PLAN 9321-F-40833-4, FAN HOUSE PRIMARY AUXILIARY BUILDING EXHAUST & CONTAINMENT BUILDING PURGE FILTER SYSTEM SECTION & DETAIL 9321-F-40333-15, FAN HOUSE PRIMARY AUXILIARY BUILDING FUEL STORAGE BUILDING &CONTAINMENT BUILDING EXHAUST PURGE & DILUTION FANS PLANS 9321-F-40853-7, FAN HOUSE PRIMARY AUXILIARY BUILDING EXHAUST & CONTAINMENT BUILDING PURGE & CONTAINMENT BUILDING PRESSURE RELIEF FILTER SYSTEM DIAGRAMS IP3V-439-1524-1 SEWS for 31 PABEF AWC-039 E-valutet d bt:L y: Date: 10/24/12 KaiLo 610124/12 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev 0. Page C-182 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y[M ND-] U[i Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. VC PURGE/PAB EXH 31 Equip. Class 1 9 Equipment Description 31 PAB EXHUAST FAN (31 PABEF)Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-183 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YE NI-- U7 Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. 34 ELEC TUNL EXH FAN Equip. Class' 9 Equipment Description EL TNL EXHAUST FAN 34 (UPPER)Location:
Bldg. ET Floor El. 46'-0" Room, Area FAN ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NO YE NEI UDI N/A[D Y[E NEI u-l N/A--YE NEI UD- N/AD-1 Yes, the anchorage is free of visible cracks in the concrete near the anchor Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-184 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE No UD-1 Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. 34 ELEC TUNL EXH FAN Equip. Class 1 9 Equipment Description EL TNL EXHAUST FAN 34 (UPPER)5. Is the anchorage configuration consistent with plant documentation?
YE NDI UD- N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with SEWS for O034ETEF.6. Based on the above anchorage evaluations, is the anchorage free of YE NDI U-D potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE NDI UD- N/AD1 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI UD] N/AD1 and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YN NDI UD1 N/AD&#xfd;Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI uD1 of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-185 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NEI UDl Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. 34 ELEC TUNL EXH FAN Equip. Class 1 9 Equipment Description EL TNL EXHAUST FAN 34 (UPPER)Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil U-I1 adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS for O034ETEF SEWS for 0031 ETEF 9321-F-40543-3, ELECTRICAL TUNNEL MCB & DIESEL GENERATOR BUILDING VENTILATION SCHEMA TIC PLAN & SECTIONS 9321-F-40553-6, ELECTRICAL TUNNEL VENTILATION EQUIPMENT ROOM ELEVATION 65,-0" PLAN & SECTIONS IP3V-439-0022, Rev. 1 AWC-040 Evaluated by: Maggie Farah cul&#xfd;Date: 10124/12 Kai Lo IC 6 10124/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-186 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y[ NR ULI Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. 34 ELEC TUNL EXH FAN Equip. Class 1 9 Equipment Description EL TNL EXHAUST FAN 34 (UPPER)Photographs Note: 34 Elec Tunl Exh Fan Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-187 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP3 Status: YE ND UD&#xfd;Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. F-313 Equip. Class 1 9 Equipment Description WALL FAN-313-AB Location:
Bldg. AFB Floor El. 32'-6" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YN NEI of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?No concrete anchors. The assembly is welded to a steel frame.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y[0 NO UDI N/A--YE NEJ ui- N/AD--YO NEI U[-] N/A[Not applicable since the fan housing is welded to a frame by 8-318" bolts and the frame is welded to embed.Enter the equipment class name from EPRI 1025286, Appendlx B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-188 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP3 Status: YE NR UD Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. F-313 Equip. Class' 9 Equipment Description WALL FAN-313-AB
: 5. Is the anchorage configuration consistent with plant documentation?
YE ND- UI- N/AF-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with the documentation per drawings IP3V-208-12.6-0007 and 9321-F-40433.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NEI ULi potentially adverse seismic conditions?
The anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby.equipment or structures?
Soft targets are free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Attached lines have adequate flexibility to avoid damage.Y[ NDI UDi N/AD-Y[ NDl UiD N/ADl Y] NDl UDl N/ADl 10. Based on the above seismic interaction evaluations, is equipment free YE NDl UD]of potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-189 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: Y[ N[] U-Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. F-313 Equip. Class 1 9 Equipment Description WALL FAN-313-AB Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEI UIF1 adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-40433-5, MISCELLANEOUS PL T AREA S & BUILDING VENTILATION SYSTEM PLAN SECTION & DETAIL IP3V-208-12.6-0007, Rev. 2 SEWS for AFPB EXH FAN/DAMPER AWC-013 1A=.OUO~ 1 Uy k Qmh-V V~laL~ u0Vy Date: 10/16/2012
-~2 /~L Paul Huebsch Date: 10/16/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-190 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE NR- UL--]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. F-313 Equip. Class 1 9 Equipment Description WALL FAN-313-AB Photographs Note: Equipment tag EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-191 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. F-313 Equipment Description WALL FAN-313-AB IP3 Status: YE NDI U[R Equip. Class 1 9 Note: Light fixture at fan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-192 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. CCRA.C. UNIT 31 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 31 Location:
Bldg. CB Floor El. 15'-0" Room, A/C EQUIPMENT ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?NF1 YE NEI UD- N/A--Y[ NDI uD1 N/An Y[ NDI UiD N/ADl The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286. Appendix B: Classes ofEquipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-193 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND I UD--Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. CCRA.C. UNIT 31 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 31 5. Is the anchorage configuration consistent with plant documentation?
YM NDI UI- N/AEiI (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with SEWS for Control Room A/C Unit 31. See list of eferences under comments.6. Based on the above anchorage evaluations, is the anchorage free of YN NDI ULI potentially adverse seismic conditions?
SQUG analyzed the supports for lateral loading due to seismic shear loading and found the support acceptable.
Therefore, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YE NDl UL-D N/AD1 Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDl ULi N/ADl and masonry block walls not likely to collapse onto the equipment?
There is a masonry block wall immediately adjacent to the item and there are equipment supports attached to the wall. If the wall were to fail laterally, it would impact the item. The wall was analyzed as part of IEB 80-.11 (wall 53B,calculation 6604.210-1-CB-001-Q) and found to be satisfactory.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.Y[ NDI U-- N/A--EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-194 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[ N-- U--Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. CCR A.C. UNIT 31 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 31 10. Based on the above seismic interaction evaluations, is equipment free YE NEI- UF-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI UI--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS for Control Room A/C Unit 31 Calculation 6604.210-1-CB-O01-Q 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F-20152, Rev. 1, CONTROL BUILDING EL 15'-O"ADDITION OF TCV-1310,1311,1312 
& 1313 TO A.C. UNITS #31&32 PLANS & SECTIONS AWC-003 Evaluated by: Maaaie Farah Maaaie Farah Date: 10/09/2012 Date: 10/09/2012 Date: 10/09/2012 Kai Lo ZC.62 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-195 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NL-- U-]Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. CCR A.C. UNIT 31 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 31 Photographs Note: Equipment Tag EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-196 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE N-- U-Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. CCRA.C. UNIT 32 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 32 Location:
Bldg. CB Floor El. 15'-0" Room, A/C EQUIPMENT ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI YN NEI U-- N/AEj YZ NEI UD1 N/Ai--Y[ NEI uE- N/AD1 Yes, anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name fronm EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-197 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YEZ Ni I UDl Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. CCR A.C. UNIT 32 Equip. Class' 11 Equipment Description CONTROL ROOM A/C UNIT 32 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with SEWS for Control Room A/C Unit 32 and 31. See list of references under comments.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
SQUG analyzed the supports for lateral seismic loading and found the support acceptable.
Therefore, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YE NEI U-I N/AD1 YM NEI UD--YE NEI UD- N/A--YE NDI U-- N/AD-Y[ NDI UD N/AD-YN NEI Ur EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-198 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y[ NFI1 UD Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. CCRA.C. UNIT 32 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[-] ui--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS for Control Room A/C Unit 32 and 31 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F-20152, Rev. 1, CONTROL BUILDING EL 15'-O"ADDITION OF TCV-1310,1311,1312 
& 1313 TO A. C. UNITS #31&32 PLANS & SECTIONS AWC-003 Maqqie Farah Kai Lo /c'Date: 10/09/2012 Date: 10/09/2012 Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-199 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y[ NEI U[I-Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. CCR A.C. UNIT 32 Equip. Class 1 11 Equipment Description CONTROL ROOM A/C UNIT 32 Photographs Note: EQUIPMENT TAG Note: CONTROL ROOM A/C UNIT 32 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-200 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YE NL 1 UD--Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. 31 IA COMPRESSOR Equip. Class' 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#31 Location:
Bldg. CB Floor El. 15'-O" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?* Signifies that the nut is not fully SN engaged, approximately one thread of disengagement Nut was not visible.Motor 5/8" diameter anchor bolt edge distance violation was addressed by the SQUG evaluation and found to be acceptable.
CR-IP3-2012-03156 determined that the lack of engagement did not reduce the anchor capacity.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y[ NEI YM NEI UED N/A--YE NEI UD- N/A--Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-201 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YN NDI UD-Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. 31 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#31 4. Is the anchorage free of visible cracks in the concrete near the YN ND UD N/AD1 anchors?There is some concrete spall (approximately 6" below the top of concrete) at the south west comer of the compressor pedestal.
There is no cracking of the concrete.
The spall is not considered detrimental to the function of the support.Grout at the motor was chipped for installation of the missile shield.There is no impact on the structural strength of the support.5. Is the anchorage configuration consistent with plant documentation?
Y] NDI UD--] N/ADI (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configuration is consistent with 9321-F- 19543-10.6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UD:-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.YZ NDI UDI N/AD-Y[ NDI uD- N/AD1 Y0 NDI UD N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-202 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NR] Ul-Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. 31 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#31 10. Based on the above seismic interaction evaluations, is equipment free YE NEO UI-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NE] us adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Missile shield adjacent to the compressor and motor is well anchored and does not have a seismic interaction consideration.

==References:==

9321-F-19543-10, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN AT EL. 15-0" 9321-F-10623-5, CONTROL BUILDING REINFORCE DETAILS SLAB AT ELEVATION 15'-0"& 33--0-9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING IP3V-92-63-0006, Rev. 1 SEWS for INST AIR COMP 31 A WC-002-&#xfd; 2-J Evaluated by: Paul Huebsch Date: 10/09/2012 Date: 10/09/2012 Magaie Farah Kai Lo Ic 6 ,Date: 10/09/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-203 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ ND- ULI Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. 31 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#31 Photographs Note: Instrument Air Compressor 
#31 Tag Note: Instrument Air Compressor 
#31 Full View EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-204 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YE ND I UD Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. 32 1A COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#32 Location:
Bldg. CB Floor El. 15'-O" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is theanchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?YN NEI Y[ NDI UDl N/ADl** Signfies bolt on motor with lack of full nut engagement, approximately one thread of N disengagment.
One bolt in the compressor anchor bolt group was not visible.Motor 5/8" diameter anchor bolt edge distance violation was addressed by the SQUG evaluation and determined to be acceptable.
CR-IP3-2012-03156 was issued to address the lack of full nut engagement.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y[N NDI uDl N/A--Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
Enter the equipment class name fiom EPRI 1025286, AppendLx B: Classes oflEquipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-205 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND I UDl Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. 32 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#32 4. Is the anchorage free of visible cracks in the concrete near the YE NDI UD N/AFD anchors?Grout at the motor was chipped for installation of the missile shield.There is no impact on the structural strength of the support.5. Is the anchorage configuration consistent with plant documentation?
YE NDI UD1 N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with drawing 9321-F-19543-10.6. Based on the above anchorage evaluations, is the anchorage free of YE NDi UD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YDI NDI u N/AN 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI uD- N/ADl Yes, attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-206 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NR URi-Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. 32 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#32 10. Based on the above seismic interaction evaluations, is equipment free YN NEI UI-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YiZ NEI ur adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-19543-10, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN AT EL. 15'-0" 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F!-30513-48, ELECTRICAL NODES FOR EQUIPMENT IN CONTROL BUILDING 9321-F-10623-5, CONTROL BUILDING REINFORCE DETAILS SLAB AT ELEVATION 15'-0" & 33'-0" IP3V-92-63-0006, Rev. 1 AWC-002~2 /J1/2~Evaluated by: Paul Huebsch Maiie Farah Date: 10/09/2012 Date: 10/09/2012 Date: 10/09/2012 Kai Lo /c6 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-207 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NEI UnI-Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. 32 IA COMPRESSOR Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 
#32 Photographs Note: Back View of Instrument Air Compressor
#32 Note: Front View of Instrument Air Compressor
#32 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-208 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YE NEI UDl Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. EDG-32-COMP Equip. Class 1 12 Equipment Description 32 EDG AIR COMP Location:
Bldg. DG Floor El. 15'-O" Room, 32 DIESEL GENERATOR Area ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoracqe
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI Y[E ND:] U[i N/A--YN NO UD- N/A--YE NDI LID] N/AD--The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-209 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE N-]i UD Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. EDG-32-COMP Ec Equipment Description 32 EDG AIR COMP 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration is consistent with 9321-F-10543.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
quip. Class 1 12 YNZ NDI UD N/A--YO NEI UD Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YN NDl UD-- N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDl UD:] N/AD--and masonry block walls not likely to collapse onto the equipment?
Observed overhead grating that is well supported.
Therefore, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ ND:] UD-- N/ADI Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM ND: UD--of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-210 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NEI UDl Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. EDG-32-COMP Equip. Class 1 12 Equipment Description 32 EDG AIR COMP Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ Nil ULI adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-10543-10, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN AT EL. 15"-0" 9321-F-22513-9, DIESEL GENERATOR BUILDING GENERAL ARRANGEMENT ELEVATIONS 9321-F-22583-19, DIESEL GENERATOR BUILDING FUEL OIL & JACKET WATER PIPING SH 1 Calc. No. IP3-CALC-EDG-03579, Rev. 0 SEWS for EDG-32-COMP AWC-020 Evaluated by: Maggie Farah Date: 10/19/12 10/19/12 Stephen Yuan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0, Page C-211 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE N-- U[--Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. EDG-32-COMP Equip. Class 1 12 Equipment Description 32 EDG AIR COMP Photographs Note: 32 EDG air compressor Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-212 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: Y[ NDI UD Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 31MGS-COUP Equip. Class 1 13 Equipment Description 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SET)Location:
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.Reference Drawing 9321-F-10553.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?The generator base plate has 3 bolt holes on each side, each with a shim. The center hole does not have an anchor bolt but there is no corresponding hole in the support frame. It is to be determined whether this anchor configuration is adequate.
LB-02 was performed to assess this variation of the anchorage.
This evaluation validates that the existing bolt configuration is adequate.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchors are free of corrosion and mild surface oxidation 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NEI YE NDI UD- N/A--Y[ NEI UD N/ADJ YE NEI UD] N/AD1 The anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-213 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 31MGS-COUP Equip. Class 1 13 Equipment Description 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SET)5. Is the anchorage configuration consistent with plant documentation?
Y[ ND UI- N/AD (Note: This question only applies if the item is one of the 50% for which anchorage configuration verification is required.)
The support frame is bolted to the floor with 6-Y" anchors which is consistant with Drawing 9321-F-10553.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI UD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YD NDI uD N/AIZ It does not apply because there is no soft target on this equipment.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NDI UD N/AD and masonry block walls not likely to collapse onto the equipment?
The block wall for Battery Room 32 is adjacent to the equipment.
This wall was evaluated as part of the IEB 80-11 analysis and found to be adequate for seismic loading (Reference Calculation 6620.210-1-CB-001-L, wall 52B). There is no seismic concern.Fluorescent bulbs are not secured in the fixtures but are judged not to be a seismic consideration for this rigid equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ ND UD N/AD Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ ND UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-214 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ Nn U[-D Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 31MGS-COUP Equip. Class' 13 Equipment Description 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SET)Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Ni UI-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-10553-11, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN A T EL. 33'-0" 9321-F-30523.
Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-007 Evaluated by: Date: 10/10/2012 Date: 10/10/2012 Maaaiei Farah Manuip FarahY41, il&#xfd;Kai Lo /C 6--2 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-215 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ N-- U[-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 31MGS-COUP Equip. Class' 13 Equipment Description 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SET)Photographs Note: 31 ROD CONTROL MOTOR GENERATOR SET (31 MG SET)Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-216 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YZ N-- UD-1 Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 32MGS-COUP Equip. Class 1 13 Equipment Description 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET)Location:
Bldg. CB Floor El. 33'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
YE N E-The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The generator base plate has 3 bolts holes on each side (no shims are visible).
The center hole does not have an anchor bolt but there is no corresponding hole in the support frame. It is to be determined whether this anchor configuration is adequate.
LB-02 was performed to assess this variation of the anchorage.
This evaluation validates that the existing bolt configuration is adequate.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YN NEI ULI N/A--YM ND:] UED N/AD The anchorage is free of corrosion that is more than mild surface oxidation.
Enter the equipment class name fi-om EPRI 1025286. Appendix B: Classes of'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-217 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YZ ND I UI1 Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 32MGS-COUP Equip. Class 1 13 Equipment Description 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET)4. Is the anchorage free of visible cracks in the concrete near the YE NDI U-- N/AD anchors?Observed a shrinkage crack in the concrete floor passes through the grout beneath the base plate and is within 3" of one anchor bolt.Drawing 9321-F-10533 shows the L-bolts with an embedment depth of 12 inches. The concrete cover is 2 inches and the crack is not likely to be deeper than the 2 inches of cover. Since the crack is shallow and the bolt has 12 inches of embedment, the crack will not impact the failure cone of the anchor. The crack is considered to have no impact on the anchor capacity.5. Is the anchorage configuration consistent with plant documentation?
YE NDI UD N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The support frame is bolted to the floor with 6-3/4" anchors which is consistant with Drawing 9321-F-10553.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI UD potentially adverse seismic conditions?
Based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
It does not apply because there are no soft target on this equipment.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distribution systems, ceiling tile, lighting and masonry block wall are not likely to collapse.YDI NDI uD N/A[Y[ NDI UD- N/AD1 EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-218 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ ND I UD-Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 32MGS-COUP Equip. Class 1 13 Equipment Description 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET)9. Do attached lines have adequate flexibility to avoid damage? YZ NDl U-I N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDJ ULI of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ NDl UD-adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-10553-11, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN AT EL. 33-0" 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-007 Evaluated by: Paul Huebsch Maggie Farah Date: 10/10/2012 Date: 1011012012 Kia Lo Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-219 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE NFI UD Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 32MGS-COUP Equip. Class 1 13 Equipment Description 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET)Photographs Note: 32 ROD CONTROL MOTOR GENERATOR SET (32 MG SET)Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-220 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YE-] NE] UZ Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 311B Equip. Class 1 14 Equipment Description SINGLE PHASE 118VAC INSTRUMENT BUS 31 CHANNEL II Location:
Bldg. CB Floor El. 53'-0" Room, Area CONTROL ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
YE] NE The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?The panel is flush mounted with the wall and anchorage cannot be visually inspected since the anchorage is behind a panel cover. The panel cover is secured to a wall plate with 3 bolts on each side (see attached photo). Panel to be powered down and opened for inspection.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YE] NE] ULI N/AE]YEI NE] U[ N/A-]See #2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?YEI NEI UN N/AE]See #2 above.IEnter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-221 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE] NE] UI[Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 311B Equip. Class 1 14 Equipment Description SINGLE PHASE 118VAC INSTRUMENT BUS 31 CHANNEL II 5. Is the anchorage configuration consistent with plant documentation?
YD NDI Ui- N/A](Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YEI- NDI UZ potentially adverse seismic conditions?
Uncertain based on responses above.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Observed two ceiling tiles at the south comer of the room directly above FDR-20-CB door. The east ends of the tiles are slightly mislaid. The tiles seemed to be well secured by screws along one edge and will not dislodge during a seismic event. This is judged to be acceptable.
: 9. Do attached lines have adequate flexibility to avoid damage?Y[E NDI Ui N/AD-YE NDI U-- N/A--YDI NDI uD N/A[Z Not applicable since there are no attached lines.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Y[ NEI UD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-222 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 311B Equip. Class' 14 Equipment Description SINGLE PHASE 118VAC INSTRUMENT BUS 31 CHANNEL II Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ NEJ UI-adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Panel door was opened and panel internals were examined.
Inspection of the panel anchorage will require the panel cover to be disassembled which is only allowed during an outage.

==References:==

9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F-31423, Rev. 25, EQUIPMENT ARRANGEMENT CONTROL BUILDING SECTIONS AWC-015 Date: 10/16/2012 Evaluated by: Maggie Farah Kai Lo /.:f 6 10/16/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-223 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YLI- NEI UM Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 311B Equip. Class' 14 Equipment Description SINGLE PHASE 118VAC INS TRUMENT BUS 31 CHANNEL II Photographs Note: Instrument bus 31 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-224 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 Status: YE] NE] UN: Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 32DP Equip. Class' 14 Equipment Description 125VDC DISTRIBUTION PANEL 32 Location:
Bldg. CB Floor El. 53-0" Room, Area CONTROL ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y[ NL1 The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The panel is flush mounted with the wall and anchorage cannot be visually inspected.
The panel cover is secured to a wall plate with 3 bolts on each side (see attached photo). Panel to be opened and intemaly inspected when panel is powered down.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YE] NE-] U[ N/AE]YE] NE]- UE N/AE]See #2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?YE:] NEI- UZ N/AE]See #2 above.I Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-225 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 Status: YO NDI UN Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 32DP Equip. Class 1 14 Equipment Description 125VDC DISTRIBUTION PANEL 32 5. Is the anchorage configuration consistent with plant documentation?
YO NEI- UN N/A[--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Drawing IP3V-384-0004, Rev. 1 shows 4 bolt holes on the inside of the panel. SEWS for 125 VDC Distribution panel 32 evaluates the anchorage based on four 3/8" diameter bolts. However, the panel is flush mounted with the wall and anchorage cannot be visually inspected since the anchorage is behind the panel cover.6. Based on the above anchorage evaluations, is the anchorage free of Y-- NDJ UN potentially adverse seismic conditions?
See #2 & 5 above.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YN NDl UD:] N/ADl Nearby equipment and structures are properly restrained.
Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI UDI N/AD1 and masonry block walls not likely to collapse onto the equipment?
All ceiling tiles are tied together and well secured.Overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YDI NI uDl N/AN Not aplicable as lines are internal to wall that panel is mounted to so they will move together.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-226 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 Status: YE]- NE] UZ Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 32DP Equip. Class 1 14 Equipment Description 125VDC DISTRIBUTION PANEL 32 10. Based on the above seismic interaction evaluations, is equipment free Y[ NEI UI-I of potentially adverse seismic interaction effects?Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI Ui-adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Panel door was opened and panel internals were examined.
Inspection of the panel anchorage will require the panel cover to be disassembled which is only allowed during an outage.

==References:==

SEWS for 125 VDC Distribution Pn1 32 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-015 Evaluated by: Maggie Farah Date: 10/16/2012 Kai Lo zc 6 ' 10/16/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-227 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 Status: YO-- NO] UZ Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 32DP Equip. Class 1 14 Equipment Description 125VDC DISTRIBUTION PANEL 32 Photographs Note: 125VDC DISTRIBUTION PANEL 32 Note: 125VDC DISTRIBUTION PANEL 32 INTERNALS EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-228 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: Y[-] ND-- U[E Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. 32PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 32 Location:
Bldg. CB Floor El. 33'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y[ NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The panel is mounted to the wall and the anchorage cannot be visually inspected since the anchorage is behind a panel cover. The panel cover is secured with 3 bolts on each side. Unassembling the panel cover may cause the plant to trip. Panel to be opened when panel is powered down.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YO] NDI UE N/AD1 YDI NEI UN N/AD-See #2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?YEI NEI U[I N/AD-See #2 above.I Enter the equipment class name from EPR 1 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-229 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YDI NDI UE Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. 32PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 32 5. Is the anchorage configuration consistent with plant documentation?
YI- NDJ UE N/A[-D (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
See #2 details.Anchorage details are provided in SEWS for 125 VDC Power Panel#32 and 31.6. Based on the above anchorage evaluations, is the anchorage free of Y-- NDl UN potentially adverse seismic conditions?
See #2 for details.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Masonry block wall at Battery Room 31 which is near the equipment was evaluated as part of the IEB 80-11 analysis (Calculation 6620.210-1-CB-001-L, wall 52B) and found to be seismically qualified.
: 9. Do attached lines have adequate flexibility to avoid damage?NDI UDI N/AD-YE ND- uD- N/AD-YZ NDI UD- N/ADI Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations the equipment free of potentially adverse seismic interaction effects.Y[ NDI uD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-230 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: Y-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. 32PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEil ULI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
The panel is flush mounted to the wall and the anchorage cannot be visually inspected since the anchorage is behind a panel cover plate. The panel cover is secured with 3 bolts on each side.Removable of the panel cover plate may cause the plant to trip unless panel is powered down.The door on the panel cover plate was opened and faces of the breaker/switches were examined.Panel cover needs to be removed for proper anchorage and internal examination.

==References:==

SEWS for 125 VDC Power Panel #32 and 31 9321-F-30523, Rev. 50,, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-007 Evaluated by: Magqie Farah D Kai Lo Ic-Date: 10/17/2012 Date: 1011712012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-231 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YO NEI U[Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. 32PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 32 Photographs Note: SEE ATTACHED PHOTO EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-232 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YF NEI UE Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. 31PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 31 Location:
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y[ ND The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The panel is mounted to the wall and the anchorage cannot be visually inspected since the anchorage is behind a panel cover. The panel cover is secured with 3 bolts on each side. Unassembling the panel cover may cause the plant to trip. Panel is to be opened when panel is powered down.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YD- NDJ UN N/ADJ YDJ NEI U[ N/ADJ See #2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?YO NDI UM N/AD See #2 above.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-233 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YDI NDI UN Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. 31PP E Equipment Description 125VDC POWER PANEL 31 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
See #2 details.Anchorage details are provided in SEWS for 125 VDC Power Panel#31.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
See #2 for details.quip. Class 1 14 YDI NDI ULI N/A--YD NO UE Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE ND UD] N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NDI UD:] N/AD1 and masonry block walls not likely to collapse onto the equipment?
The masonry block wall for Battery Room 32 is adjacent to the equipment.
This wall was evaluated as part of the IEB 80-11 analysis and found to be seismically qualified (Calculation 6620.210-1-CB-001-L, wall 52B)9. Do attached lines have adequate flexibility to avoid damage?Attached lines have adequate flexibility to avoid damage.YE ND UI N/AD 10. Based on the above seismic interaction evaluations, is equipment free YN NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-234 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YEI NO UE Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. 31PP Equip. Class 1 14 Equipment Description 125VDC POWER PANEL 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NI U-I adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safely functions of the equipment.
Comments (Additional pages may be added as necessary)
The panel is flush mounted to the wall and the anchorage cannot be visually inspected since the anchorage is behind a panel cover plate. The panel cover is secured with 3 bolts on each side.Removable of the panel cover may cause the plant to trip unless panel is powered down.The door on the panel cover plate was opened and faces of the breaker/switches were examined.Panel cover needs to be removed for proper anchorage and internal examination.

==References:==

SEWS for 125 VDC Power Panel #31 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-007 Evaluated by: Maqcqie Farah Date: 10/17/2012 Kai Lo 1c0 1' 1017/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-235 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y-I NI UMI Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. 31PP Equip. Class' 14 Equipment Description 125VDC POWER PANEL 31 Photographs Note: NO PHOTOS ATTACHED Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-236 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NR U-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. BATT31 Equip. Class 1 15 Equipment Description BATTERY Location:
Bldg. CB Floor El. 33'-0" Room, Area BA-TERY ROOM 31 Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NEJ The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is free of bent, broken, missing and loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YEZ NEI UE] N/AE YE NEI U-' N/A[D YEZ NDl UE- N/AD The anchorage is free of visible cracks in the concrete near the anchor.Enter the equipiment class name from EPRI 1025286, Appendx B: Classes ot'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-237 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE NR] UD Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. BATT31 Equip. Class 1 15 Equipment Description BATTERY 5. Is the anchorage configuration consistent with plant documentation?
YE NFil ui N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configuration is consistent with SEWS.6. Based on the above anchorage evaluations, is the anchorage free of Y[ ND-] U-I potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
YM ND UDl N/A[8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI UD- N/AD--and masonry block walls not likely to collapse onto the equipment?
The Battery Room has masonry block walls which were evaluated as part of the IEB 890-11 analysis and found to be seismically qualified (Calculation 6620.210-1-CB-001-K, L and M, walls 52A, 52B and 52C).9. Do attached lines have adequate flexibility to avoid damage? YZ NDI uD1 N/ADl Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-238 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NIF U-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. BATT 31 Equip. Class' 15 Equipment Description BATTERY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS for Battery Bank 31 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F-38119, Rev. 2, BATTERY ARRANGEMENT BATTERY ROOMS 31 & 32 AWC-004~. /I~<-Evaluated by: Paul Huebsch Maggie FarahJ" w Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 Ka, Lo Zc" EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-239 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: ND I U-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. BATT31 Equip. Class' 15 Equipment Description BATTERY Photographs Note: NO PHOTOS ATTACHED Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-240 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YZ NI- U-Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. BATT32 Equip. Class' 15 Equipment Description BATTERY Location:
Bldg. CB Floor El. 33'-0" Room, Area BATTERY ROOM 32 Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoracie
: 1. Is the anchorage configuration verification required (i.e., is the item one-of the 50% of SWEL items requiring such verification)?
YE NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Found some bolts on support frames in the vicinity of batteries 58 and 57 and 1 and 2 which have less than full nut engagement.
Based on the noted engagement condition, it is judged that the condition is acceptable.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?-
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YZ NEI ULI N/A--YEZ NEI UDl N/ADl YZ NEI Ul- N/ADl The anchorage is free of visible cracks in the concrete near the anchors.Enter tie equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-241 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND-&#xfd; U--I Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. BA TT 32 E Equipment Description BATTERY 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which anchorage configuration verification is required.)
The anchorage configuration is consistent with SEWS.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
quip. Class 1 15 YE ND: UD- N/AD--YZ NDI UD Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Soft targets are free from impact by nearby equipment or structures.
Y[ NDI UD1 N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ ND:1 UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
The Battery Room has masonry block walls which were evaluated as part of the IEB 890-11 analysis and found to be seismically qualified (Calculation 6620.210-1-CB-O01-L, M and N, walls 52B, 52C and 52D).9. Do attached lines have adequate flexibility to avoid damage? Y[ NDI UD-- N/AD Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NDI uD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-242 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P3 Status: YE NI I U-Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. BATT32 Equip. Class 1 15 Equipment Description BATTERY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ N[il ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

SEWS for Battery Bank 32 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING 9321-F-381 19, Rev. 2, BATTERY ARRANGEMENT BATTERY ROOMS. 31 & 32 AWC-005 Evaluated by: Maggie Farah Kai Lo /_.Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0, Page C-243 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE N-- U-I Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. BATT32 Equip. Class 1 15 Equipment Description BATTERY Photographs ILi Note: BATT32 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-244 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP3 Status: YZ ND UD--Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. BATT33 Equip. Class 1 15 Equipment Description BATTERY Location:
Bldg. DG Floor El. 15-O" Room, 31 DIESEL Area GENERATOR ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Compartment doors were opened; however, only 26 bolts were visible since the rest of the anchor bolts are behind the batteries with minimum clearance for inspection/visibility.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The visible anchors are free of corrosion that is more than mild surface oxication.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y-- NZ YE ND ULID N/AD Y] NDI uDJ N/AD--Y[ ND I UEJ N/ADJ The visible anchors are free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286. Appendix B: Classes of'Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-245 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE NDI UD--Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. BATT33 Equip. Class 1 15 Equipment Description BATTERY 5. Is the anchorage configuration consistent with plant documentation?
YO-- NW UI- N/AE (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NO UW potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ NEI ur N/A-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NW UW N/AD and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[E N UD- N/AD: Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NEI uD1 of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-246 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YZ NnI- U-Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. BATT33 Equip. Class 1 15 Equipment Description BATTERY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nil ULi adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors were opened and internals were examined and found acceptable.

==References:==

9321-F-32733-9, BATTERY NO 33 ARRANGEMENT 
& DETAIL 9321-F-30523-50, EQUIPMENT ARRANGEMENT CONTROL BUILDING SEWS for Battery Bank 33 AWC-019 Evaluated by: Maggie Farah Date: 10/19/12 KaiLo /C 6 ' 10/19/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-247 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YM Ni D UI-I Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. BATT33 Equip. Class 1 15 Equipment Description BATTERY Photographs Note: no photos attached.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-248 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: Y[E ND UIM Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT34 Equip. Class 1 15 Equipment Description BATTERY Location:
Bldg. CB Floor El. 33-0" Room, Area BATTERY ROOM 34 Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NEI The anchorage configuration venfication is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is free of bent, broken, missing and loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NEI UD- N/AD1 Y[ NI ULID N/AD-YE NDI UD N/AD The anchorage is free of visible cracks in the concrete near the anchors.I Enter the equipment class name fromn EPR1 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-249 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YN NDI UD-Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BA TT 34 Equip. Class' 15 Equipment Description BATTERY 5. Is the anchorage configuration consistent with plant documentation?
Yr ND U-I N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configuration is consistent with SEWS and calculation IP3-CALC-UNSPEL-01136, Rev. 0.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI uD potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE ND uD N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UD'- N/AD: and masonry block walls not likely to collapse onto the equipment?
The battery room has masonry block walls on 4 sides. The walls were evaluated as part of the IEB 80-11 analysis and found to be satisfactory.
Reference calculation 6604-153.2-VENT-04.
: 9. Do attached lines have adequate flexibility to avoid damage? YN NDI UD N/AD Attached lines have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free Y[ NDI uD1 of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-250 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YN NF UIZ-Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT34 Equip. Class 1 15 Equipment Description BATTERY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN Nil UI-adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

IP3V-156-0006, 60 CELL EA-11 BATTERY ASSEMBL Y SEWS for Battery Bank 34 IP3-CALC-UNSPEL-01136, Rev. 0 AWC-006-2 Evaluated by: Paul Huebsch Date: 10/10/2012 Date: 10/10/2012 Maacizie Farah Kai Lo/c6 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-251 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE ND I UL Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT34 Equip. Class' 15 Equipment Description BATTERY Photographs Note: Equipment Tag Note: View of BATTERY 34 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-252 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YE NF- ULI Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATTCHGR 31 Equip. Class' 16 Equipment Description BATTERY Location:
Bldg. CB Floor El. 33'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoragie
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE ND Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with SEWS and drawing IP3V-0156-O001.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[ NEI UD N/AD-YE NOI UO N/AD Y[ ND U[ N/Ai YE NEI UDI N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-253 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YE NEI U-Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT CHGR 31 Equip. Class 1 16 Equipment Description BATTERY 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI UI potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
A Unistrut spans over the cabinet with approximately one inch of clearance (see attached photo). Based on the way the Unistrut is loaded, it is judged that the seismically induced vertical deflection will not cause a seismic interaction between the Unistrut and the cabinet.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
The masonry block wall for Battery Room 31 is adjacent to the equipment.
This wall was evaluated as part of the IEB 80-11 analysis and found to be seismically qualified (Calculation 6620.210-1-CB-001-L, wall 52B).Fluorescent bulbs in overhead lighting fixtures are not restrained.
This variance is addressed in CR-IP3-2012-03123.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?YE NO UD N/AD Y[-- NE U- N/AD'Y[ NDI U- N/AD YO NE U[--No, based on #8 above.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-254 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P3 Status: YE Nn Ui-Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT CHGR 31 Equip. Class 1 16 Equipment Description BATTERY Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI u-l adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors need to opened to permit evaluation of internal components.
Cabinet doors were opened and internal components were examined and were judged to be adequate.
10/17/12 

==References:==

9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING IP3 V-0156-0001 SEWS for Battery Charger 31 AWC-007 Evaluated by: Paul Huebsch Maqgqie Farah KaiLo /c Date: 10/10/2012 Date: 10/10/12 Date: 10/10/12 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev 0 Page C-255 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YZ ND ULI Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT CHGR 31 Equipment Description BATTERY Equip. Class 1 16 Photographs Note: BATT CHRG 31 Note: Unistrut spans over the cabinet with approximately one inch of clearance EN-DC-168 REV 0 I Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-256 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: Y[ NDI U-I Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT CHGR 32 Equip. Class 1 16 Equipment Description BATTERY CHARGER Location:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation..
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y ] N-Y[ N- UD N/AD Y[ NO uD'- N/AD--Y[ ND uD- N/ADJ The floor is chipped out in the immediate vicinity of one anchor bolt, apparently for the installation of a grounding wire. The depth of the concrete removal is approximately one inch and extends to the anchor bolt so that the side of the bolt is visible below the base plate. CR-IP3-2012-03284 is written to address this issue. LB-04 evaluation per EC-DC-168 was generatred and the existing configuration is acceptable.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-257 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YE ND UD--Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT CHGR 32 Equip. Class 1 16 Equipment Description BATTERY CHARGER 5. Is the anchorage configuration consistent with plant documentation?
YE NDI UD N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant documentation.
See list of references under the comments section.6. Based on the above anchorage evaluations, is the anchorage free of YE NDI uDl potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE NDI UDJ N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDl UD1 N/AD and masonry block walls not likely to collapse onto the equipment?
A Unistrut is in contact with the top of the cabinet and was evaluated by SQUG and judged to be acceptable.
The masonry block wall for Battery Room 32 is adjacent to the equipment.
This wall was evaluated as part of the IEB 80-11 analysis and found to be seismically qualified (Calculation 6620.210-1-CB-001-L, wall 52B)9. Do attached lines have adequate flexibility to avoid damage? YE ND: UD_ N/AD: Yes, attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-258 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YE NEI UF-I Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT CHGR 32 Equip. Class 1 16 Equipment Description BATTERY CHARGER 10. Based on the above seismic interaction evaluations, is equipment free YE NEil UFi-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NI u-I adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet doors must be opened to allow evaluation of internal components.
Cabinet doors were opened and intemal componenets were examined and were found adequate on 10/17/12.

==References:==

SEWS for Battery Charger 32 SEWS for Battery Charger 31 IP3V-0156-0001, Rev. 4, INSTRUMENT PANEL ONLINE 9321-F-30523, Rev. 50, EQUIPMENT ARRANGEMENT CONTROL BUILDING AWC-007 Evaluated by: Maqiqie Farah Kai Lo /c, Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039.
Rev 0. Page C-259 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YN Nn U-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT CHGR 32 Equip. Class' 16 Equipment Description BATTERY CHARGER Photographs Note: BATTCHRG32 Unistrut is in contact with the top of the EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-260 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 1P3 Status: Y-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT CHGR 33 Equip. Class' 16 Equipment Description BATTERY Location:
Bldg. CB Floor El. 15-0" Room, SWITCHGEAR ROOM Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraae 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YN NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YO NEI UDl N/A Y[ NEI UI] N/AD-YN NEI ULI N/ADl The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Eqtiipment, EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-261 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P3 Status: YD] ND] UZ Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT CHGR 33 Equip. Class 1 16 Equipment Description BATTERY 5. Is the anchorage configuration consistent with plant documentation?
YEI NE UD] N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
SQUG analysis shows boltpattem at 18" x 30.5" and field measurement is 16 Y 2" x 29". The load factor from SQUG is equal to 2.18. Based on the as-found bolt dimensions, it is estimated that the variation will not affect the acceptability of the anchorage.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDJ UD-1 potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
There is approximately 3" clearance to a telephone acoustic shelter.The telephone structure appears to be solidly anchored to the floor and was accepted in the SQUG analysis as being rigid and not subject to interaction effects. Although the anchorage method could not be determined by a visual examination it was confirmed that the assembly is rigid and is not expected to deflect sufficiently during a seismic event to result in interaction with the cabinet.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
The fluorescent fixture above the cabinet is well anchored to its supporting structure.
However, there is no restraint for the fluorescent bulb in the fixture. In a seismic event it could loosen and fall. CR-IP3-2012-03123 was issued to address the lack of restraint of the bulbs.9. Do attached lines have adequate flexibility to avoid damage?Y[ NDI UD-- N/AD YDI NE uD- N/AD Y[ NDI UD' N/AD-Attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-262 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP3 Status: YE] NE] U[Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT CHGR 33 Equip. Class 1 16 Equipment Description BATTERY 10. Based on the above seismic interaction evaluations, is equipment free YZ ND UL-I of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YEI NEI UN adversely affect the safety functions of the equipment?
Yes, we have looked extemaly for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
However cabinet needs to be opened to perform a review of the integrity of the contents.
Cabinet cannot be opened to examine interals until plant outage.Comments (Additional pages may be added as necessary)

==References:==

9321-F-30523, Rev. 50 SEWS for Battery Charger 33 A WC-002-2 Evaluated by: -Paul Huebsch Maaie Fara Date: 10/09/2012 Date: 10/09/2012 Date: 10/09/2012 Kai Lo /C. 6 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-263 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP3 Status: YE] NE] UZ Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT CHGR 33 Equip. Class 1 16 Equipment Description BATTERY Photographs Note: Front Note: Acoustic telephone shelter adjacent to battery charger.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00039, Rev. 0, Page C-264 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATTCHGR 33 Equipment Description BATTERY IP3 Status: Y-- NR] UZ Equip. Class 1 16 Note: Base plate of acoustic telephone shelter EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-265 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YEI NDI UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. BATTCHGR 34 Equip. Class 1 16 Equipment Description BATTERY CHARGER Location:
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended) instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YN NEI of the 50% of SWEL items requiring such verification)?
The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NDI UD- N/A--Y[ NDI UD N/AED YEZ NDI UD1 N/A[D The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-266 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YOl- NDI U[Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. BATT CHGR 34 Equip. Class 1 16 Equipment Description BATTERY CHARGER 5. Is the anchorage configuration consistent with plant documentation?
YE NDI ULI N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configuration is consistent with SEWS for Battery Charger 34.6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI ULi potentially adverse seismic conditions?
The anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Obeserved a Unistrut frame with two Unistnjt columns on both sides of the cabinet with approximately 1" of clearance (see attached photo).LB-03 evaluation was performed for the seismic interaction and the 1" clearance is adequate for the combined seismic displacement of the Battery Charger and the Unistrut frame.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distrbution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse.9. Do attached lines have adequate flexibility to avoid damage?YN ND uD N/AD YN NDl uD- N/AD1 YIZ NDI UDJ N/ADJ Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.Y[ ND&#xfd; ui EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-267 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YO-- NE] UE Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. BATT CHGR 34 Equip. Class 1 16 Equipment Description BATTERY CHARGER Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[-] UI--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Cabinet must be opened to examine interal components.
Cabinet cannot be opened to examine intemal components until plant outage. 10/17/12 

==References:==

9321-F-30523, Rev. 50 SEWS for Battery Charger 34 Evaluated by: Date: 10/11/12 Maggie Farah 10/11/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-268 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YEi NE] U[Z Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. BATT CHGR 34 Equip. Class' 16 Equipment Description BATTERY CHARGER Photographs Note: Battery charger 34 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-269 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3-Status: YE- ND UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. 31 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 31 Location:
Bldg. CB Floor El. 33'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one YZ NEI of the 50% of SWEL items requiring such verification)?
The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[ NO UDJ N/Ai--Y[ NDI UD1 N/AD1 Y[ ND: UEI- N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-270 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3-Status: YDI NDI Un Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. 31 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 31 5. Is the anchorage configuration consistent with plant documentation?
YE NDI U[-] N/AEi (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configuration is consistent with SEWS for STATIC INV 31.6. Based on the above anchorage evaluations, is the anchorage free of YE NEil ui-]potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Masonry block wall at adjacent Battery Room 34 is remote from the equipment and was evaluated as part of the IEB 80-11 analysis and found to be seismically qualified.
YE NDI UI-- N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YD NZ U[I N/AD3 and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulbs in overhead lighting are not secured to the light fixture. This has been addressed by CR-IP3-2012-03123.
Masonry block wall at Battery Room 31 which is near the equipment was evaluated as part of the IEB 80-11 analysis (Calculation 6620.210-1-CB-001-L, wall 52B) and found to be seismically qualified.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ ND-] UD- N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-271 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3-Status: Y-- ND UE Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. 31 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YLI NEI U[adversely affect the safety functions of the equipment?
Cabinet doors need to be opened to evaluate internal components.
Cabinet doors cannot be opened until cabinet is powered down.Comments (Additional pages may be added as necessary)

==References:==

9321-F-65013, Rev. 1 9321-F-30523, Rev. 50 SEWS for 25 KVA Static Inverter #32 A WC-007 Evaluated by:.... i e , a.. ....Kai Lo /-612 Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0, Page C-272 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3-Status: YiZ N[] UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. 31 INVERTER Equip. Class 1 16 Equipment Description STA TIC INVERTER 31 Photographs Note: STATIC INVERTER 31 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-273 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P3 Status: YDI NEI U[Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. 32 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 32 Location:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
YE NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?The anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
The anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?The anchorage is free of visible cracks in the concrete near the anchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[ NDI UDl N/AD1 Y[ NDI UD-] N/AD1 YE NDI U-- N/AD1 EN-DC-168 REV 0 Engineering Report No. I P-RPT-12-00039, Rev. 0, Page C-274 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YDi NDI UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. 32 INVERTER Ec Equipment Description STATIC INVERTER 32 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage is consistent with SEWS for STATIC INV 32.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
luip. Class 1 16 YE NF UD- N/AD YE NEI UD-Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YE NDJ UlI N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YDJ NE UDI N/AD and masonry block walls not likely to collapse onto the equipment?
Flourescent bulbs in overhead lighting are not secured to the light fixture. This is addressed in CR-IP3-2012-03123.
The masonry block wall at Battery Room 32 adjacent to the equipment was evaluated in the IEB 80-11 analysis (Calculation 6620.2 10-1-CB-001-K, wall 52B) and found to be adequate.9. Do attached lines have adequate flexibility to avoid damage? YN NDI UD- N/AD-Attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE ND-- uD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-275 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YO NE] UM Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. 32 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YEr- NEil UM adversely affect the safety functions of the equipment?
Cabinet needs to opened to permit examination of internal components.
Cabinet cannot be opened to examine internal components until plant outage.Comments (Additional pages may be added as necessary)

==References:==

SEWS for 25 KVA Static Inverter #32 9321-F-50523, Rev. 50 9321-F-65013 AWC-007 (lid~6~Evaluated by: Paul Huebsch Maaie Farah Date: 10/10/2012 Date: 10/10/2012 Date: 10/10/2012 KaiLo IC EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev 0, Page C-276 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YE] NE] UE Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. 32 INVERTER Equip. Class 1 16 Equipment Description STA TIC INVERTER 32 Photographs Note: 32 INVERTER Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-277 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YEI ND] ULI Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. 33 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 33 Location:
Bldg. CB Floor El. 33"0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YE NEl YE ND UD N/ADl YN ND] UID N/ADl Y[ NDI UD1 N/AD-Yes, the anchorage is free of visible cracks in the concrete near the anchor.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-278 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP3 Status: YD- NO UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. 33 INVERTER Ec Equipment Description STATIC INVERTER 33 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with SEWS for STATIC INV 33.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
luip. Class 1 16 YN NDI UI- N/A--Y[ NEI U--Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
Y[ ND-] U-- N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDJ UD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NDl UD--of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-279 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP3 Status: YEI N[- UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. 33 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 33 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YEI- NEI UE adversely affect the safety functions of the equipment?
Internals of cabinet could not be examined at the current time as cabinet cannot be opened when cabinet is powered. Panel door cannot be opened to examine internals until plant outage.Comments (Additional pages may be added as necessary)

==References:==

SEWS for 25 KVA Static Inverter #33 9321-F-30523, Rev. 50 AWC-007 Evaluated Date: 10/11/12 Marqnip. Famh 10/11/12 Ma-ie Farah EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-280 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: YO NEI U[Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. 33 INVERTER Equip. Class 1 16 Equipment Description STATIC INVERTER 33 Photographs Note: STATIC INVERTER 33 Note: no photo attached EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-281 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 6 IP3 Status: YZ Nn U-Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equip. Class 1 17 Equipment Description DIESEL GEN NO. 31 Location:
Bldg. DG Floor El. 15'-0" Room, 31 DIESEL GENERATOR Area ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchors.5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with 9321-F-10533-4.
Y[ NDi YIE NDI UD- N/AD-YE NEI UD- N/A--YM NO UDi N/AD-YE NI ULID N/AD-Enter the equipment class name from EPRI 1025286. Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-282 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 IP3 Status: YE Ni-- UD--Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equip. Class 1 17 Equipment Description DIESEL GEN NO. 31 6. Based on the above anchorage evaluations, is the anchorage free of Y[ Nil UI-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations the anchorage is free of potentially adverse seismic conditions Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Observed an angle iron that is attached to a unistrut which supports the P1-1561 (31 DIG Crankcase Pressure indicator) tubing that is resting on DF-23-1 P1-1375 (Root Valve Isolation) tubing (see attached photos).SWES noted that there is minimal to no clearance between the angle iron and the tubing. CR-IP3-2012-3361 was written to further investigate this condition.
LB-06 evaluates this condition.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,.and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Observed Jacket Water piping in contact with Lube Oil Oultet piping at the south end of the Diesel (see attached photos). Both piping configuration were noted to be rigid," however, this is documented in CR-IP3-2012-03361 and LBE will be performed to further evaluate the interaction of the two pipes.YDi NE U-- N/ADl YE NEI U-- N/AD-YE N[:] UDI N/AD-YEi NE; UD LB-06 evaluates this condition.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-283 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP3 Status: YN NI 1 U[--Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equip. Class 1 17 Equipment Description DIESEL GEN NO. 31 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[] Nil UI-adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Observed a tight crack passing through a bolt for a fire protection support (see attached photo). This is evaluated in LB-08 and was found acceptable.
Observed conduit supports under the grating on east side of the cell, only one of the two anchor bolts were visible since the other anchor bolt is behind the conduits.
Based on nearby conduit supports similar to this support with two visible bolts, it is judged that the anchor bolt is behind the conduits.

==References:==

9321-F-10533-4, CONTROL & DIESEL GENERATOR BUILDING FOUNDATION PLAN & DETAILS 9321-F-10553-11, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN ATEL. 33'-0" 9321-F-22503-7, DIESEL GENERATOR BUILDING GENERAL ARRANGEMENT PLANS 9321-F-22513-9, DIESEL GENERA TOR BUILDING GENERAL ARRANGEMENT ELEVATIONS AWC-019 LB-06 LB-08 E:-I,, -a ,h EVauledLUI  Date: 10/23/12 J, Kai Lo c 1012312 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039 Rev 0 Page C-284 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 6 IP3 Status: Y41 NF] UK]Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equip. Class' 17 Equipment Description DIESEL GEN NO 31 Photographs Note: Angle iron resting on tubing Note: Tubing under angle iron EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev 0, Page C-285 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 IP3 Status: YZ ND UD]Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equip. Class' 17 Equipment Description DIESEL GENNO. 31 Note: Jacket Water piping in contact with Lube Oil Oultet piping Note: Jacket Water piping in contact with Lube Oil Oultet piping EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-286 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP3 Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. DG-31 Equipment Description DIESEL GEN NO. 31 Status: Y[A N-- U[D Equip. Class 1 17 Note: crack passing through a bolt for a fire protection support Note: Conduit support under the grating with anchor behind the conduits.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-287 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP3 Status: YN ND I UDI Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. DG-32 Equip. Class 1 17 Equipment Description DIESEL GEN NO. 32 Location:
Bldg. DG Floor El. 15-O" Room, 32 DIESEL Area GENERATOR ROOM Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Ancho rgae 1. Is the anchorage configuration verification required (i.e., is the Rem one of the 50% of SWEL items requiring such verification)?
Y; NEI Yes, the anchorage configuration verification is required 2. Is the anchorage free of bent, broken, missing or loose hardware?Yes, the anchorage is free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Yes, the anchorage is free of visible cracks in the concrete near the anchor.Enter the equipment class name from EPRI 1025286- Appendix B: Classes of Equipment.
YN Ni ULID N/A[--]YZ NEI UD1 N/AD YE ND LID] N/AD1 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-288 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P3 Status: YZ NO-- UD-Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. DG-32 Ec Equipment Description DIESEL GEN NO. 32 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with drawing 9321-F-10533-4.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
luip. Class 1 17 Y[9 NEI U[I N/AD YEI NEI UEl Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment or structures.
YN ND UDI N/ADJ 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI UDJ N/ADJ and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI UDJ N/AD: Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDi UD of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00039, Rev. 0, Page C-289 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P3 Status: YE N[D UD--Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. DG-32 Equip. Class 1 17 Equipment Description DIESEL GEN NO. 32 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI UF-D adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)

==References:==

9321-F-10533-4, CONTROL & DIESEL GENERATOR BUILDING FOUNDATION PLAN & DETAILS 9321-F-10553-11, CONTROL & DIESEL GENERATOR BUILDING CONCRETE PLAN ATEL. 33'-0" 9321-F-22503-7, DIESEL GENERATOR BUILDING GENERAL ARRANGEMENT PLANS 9321-F-22513-9, DIESEL GENERATOR BUILDING GENERAL ARRANGEMENT ELEVATIONS SEWS for Diesel Gen No. 32, 31, 33 AWC-020 Evaluated by: Maq-qie Farah Date: 10/19/2012 Kai Lo Zc&#xfd; 6 ' Date: 10/19/2012 EN-DC-168 REV 0 Engineering Report No IP-RPT-12-00039, Rev. 0. Page C-290 of 409 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP3 Status: Y[Z ND UD Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. DG-32 Equip. Class' 17 Equipment Description DIESEL GEN NO. 32 Photographs Note: DG-32 Note: EN-DC-168 REV 0}}