ML14071A077

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Enclosure 2, Updated Farley Unit 1 Seismic Walkdown Report for Resolution of Fukushima Near-Term Force Recommendation 2.3: Seismic Through Attachment 3 Page 543 of 562 Through Attachment 6
ML14071A077
Person / Time
Site: Farley Southern Nuclear icon.png
Issue date: 02/20/2014
From:
Southern Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
References
NL-14-0249
Download: ML14071A077 (46)
v • d • e


Text

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 r- Z-Sheetj gf A' Status: Y2ý'NE-I U["I Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31HOOO1A Equip. Class _° Equipment Description SPENT FUEL HEAT EXCHANGER 1A Location: Bldg. AUXILIARY Floor El. 155 Room, Area ,446',

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 ofjudgments 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)?

b/- 76548 A

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2. Is the anchorage free of bent, broken, missing or loose hardware? Y ND UD N/AD
3. Is the anchorage free of corrosion that is more than mild surface V ND UliD N/AD oxidation?
4. Is the anchorage free of visible cracks in the concrete near the anchors? YkND UD N/AD
5. Is the anchorage configuration consistent with plant documentation? Y2ND UO 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 YpNO Ut-potentially adverse seismic conditions?

Enter the equipment class name from Appendix B: Classes of Equipment.

Page 543 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0

-rl - Q) g-1 Sheet Status: Y'k U[]

Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31HOOOIA Equip. Class, 21 Equipment Description SPENTFUEL_HE T EXCHANGER 1A Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y ND 5U0 N/ADI
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, "0 N/AD and masonry block walls not likely to collapse onto the equipment?
9. Do attached lines have adequate flexibility to avoid damage? "NOD N/AD
10. Based on the above seismic interaction evaluations, is equipment free Y8 uD of potentially adverse seismic interaction effects?

Other Adverse Conditions 7 I1. Have you looked for and found no other seismic conditions that could Y[V - UD adversely affect the safety functions of the equipment?

Comments (Additional pages may be added as necessary) 19, -iv Evaluated by: t7W ILLA Date: 2, /1Z4Oz Q '.-..

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cA V9- 'i-Page 544 of 562

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS

-n dn Page 545 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Page 546 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 V

AI-Sheet: 'of 3 Status: YZ;* NC] UF-'

Seismic Walkdown Checklist (SWC)

Equipment ID No. 01G31P0028 Equip. Class' 5 Equipment Description 1B SFPPUMP Location: Bldg. AUXILIARY Floor El. 139 Room, Area 14 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 maybe used to record the results ofjudgments and findings. Additional space is provided at the end of this cfecklist for documenting other comments.

Anchorage

1. Is the anchorage configuration verification required (i.e., is the item one YQJNO of the 50% of SWEL items requiring such verification)?

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2. Is the anchorage free of bent, broken, missing or loose hardware? YO/NO UC N/AC
3. Is the anchorage free of corrosion that is more than mild surface YVC UC-- N/AO oxidation?
4. Is the anchorage free of visible cracks in the concrete near the anchors? Y1413~ LJO N/AC
5. Is the anchorage configuration consistent with plant documentation? AYN/;" UC N/AC (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 YA 0NO UC potentially adverse seismic conditions?

IEnter the equipment class name from Appendix B: Classes of Equipment.

Page 547 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 r I 50a Sheet 2 of 3 Status: YI*f NEI uE-1 Seismic Walkdown Checklist (SWC)

Equipment ID No. Q1G31PO02B Equip. Classý Equipment Description 1B SFP PUMP Interaction ffects

7. Are soft targets free from impact by nearby equipment or structures? Y4* UQ N/A0
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y~r/0UL N/Al]

and masonry block walls not likely to collapse onto the equipment?

9. Do attached lines have adequate flexibility to avoid damage? YVN/ UED N/A[3
10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?

Other Adverse Conditions /

11, Have you looked for and found no other seismic conditions that could YV/No UE' adversely affect the safety functions of the equipment?

Comments (Additional pages may be added as necessary)

NO&,V Evaluated by: 4~:6Ai WAIA I I.. FAJ"4, Date: ____z ______1 IQ C i-f Page 548 of 562

k1cocinki 1) n ATTACHMENT 3: SEISMIC WALKDOW N CHECKLISTS Nu. S r * .-rxr

,o1 ,-0 v, i4 N 41 Page 549 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 F [5Wz.-3 Sheetlof 3 U

Status: Y;iN[] U[]

Seismic Walkdown Checklist (SWC)

Equipment ID No. OIG31VOOIA Equip. Class, 0 Equipment Description 1A SFPPUMP SUCTION ISO Location: Bldg. AUXILIARY Floor El. 139 Room, Area - 4 2, 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 ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.

Anchoraue

1. Is the anchorage configuration verification required (i.e., is the item one YO N of the 50% of SWEL items requiring such verification)?
2. Is the anchorage free of bent, broken, missing or loose hardware? YO] NO] U[- N/Am-
3. Is the anchorage free of corrosion that is more than mild surface YO] NO UE] N/A[ý--

oxidaiion?

4. Is the anchorage free of visible cracks in the concrete near the anchors? YE] NEI UE' N/A&
5. Is the anchorage configuration consistent with plant documentation? YE] NEI UE] N/A[2---'-

(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 Yi/OUE potentially adverse seismic conditions?

I Enter the equipment class name from Appendix B: Classes of Equipment, Page 550 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Sheet 2 of 3 Status: YYd U0[]

Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31VOOIA Equip. Class, 0 Equipment Description 1A SFP PUMPSUCTION ISO Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YLý1] U0 N/AQ
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, VdlNo UU- N/AQ and masonry block walls not likely to collapse onto the equipment?
9. Do attached lines have adequate flexibility to avoid damage? YE-N UMI N/AE
10. Based on the above seismic interaction evaluations, is equipment free Ya U0 of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y*NO 7 U[

adversely affect the safety functions of the equipment?

kutL Comments (Additional pages may be added as necessary)

~ 44 ~M.A55, 00-4~

Evaluated by: ,i"-/42ý Date: /4 2-.

((ceAv~ Ii Page 551 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Page 552 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 r 15 V7 -

Sheettu ofJ3 Status: Y Nn] UE]

I',

Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31VOO3B Equip. Class, 0 Equipment Description 1B SFPHXOUTLETISO Location: Bldg. AUXILIARY Floor EL 155 Rooa

.d~  ;,

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.

Anchora2e

1. Is the anchorage configuration verification required (i.e., is the item one YE] N$/

of the 50%/a of SWEL items requiring such verification)?

2. Is the anchorage free of bent, broken, missing or loose hardware? YE] NO] UE] NiAb/

/A/- '-L/Ale

3. Is the anchorage free of corrosion that is more than mild surface YEI NEI UE N/AdLPý oxidation?
4. Is the anchorage free of visible cracks in the concrete near the anchors? YE] NE] U17] NIh'
5. Is the anchorage configuration consistent with plant documentation? YE] NEI UE] N/A (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

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6. Based on the above anchorage evaluations, is the anchorage free of YtrNCI E]

potentially adverse seismic conditions?

Fnter the equipment class name from Appendix B: Classes of Equipment Page 553 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Sheet 2 of 3 Status: YCN- U[]

Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31VO03B Equip. Class' Equipment Description 1B SFP HX OUTLET ISO Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y JU- N/AE]
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y ND ULJ N/AD and masonry block walls not likely to collapse onto the equipment?
9. Do attached lines have adequate flexibility to avoid damage? l4NE- UM N/AD
10. Based on the above seismic interaction evaluations, is equipment free *f'ND UD1 of potentially adverse seismic interaction effects?

Other .Adverse Conditions

11. Have you looked for and found no other seismic conditions that could xZ'iN3 UD adversely affect the safety functions of the equipment?

Comments (Additional pages may be added as necessary)

Evaluated by: Evaluated'a" by:X Dae:2/,X2..

Dae: 2-Y1'y - _ 2 Page 554 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 I

Page 555 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Sheet i ofr4,.* I Status: Y["'DUE Seismic Walkdown Checklist (SWC)

Equipment ID No. QIG31VOO4A Equip. Class, Equipment Description 1A SFP COOLING LOOP TO SFP PURIF INLET ISO Location: Bldg. AUXILIARY Floor El. 139 Room, Area -- t,-

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.

Anchoraf

1. Is the anchorage configuration verification required (i.e., is the item one YD NO--

of the 50% of SWEL items requiring such verification)?

2. Is the anchorage free of bent, broken, missing or loose hardware? YIO NO UCN/Ab"*
3. Is the anchorage free of corrosion that is more than mild surface YO NO UO N/A&d'f oxidation?
4. Is the anchorage free of visible cracks in the concrete near the anchors? YF' NO UO N/A --'*
5. Is the anchorage configuration consistent with plant documentation? YO NO UO NALJO (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 NOUO potentially adverse seismic conditions?

IEnter the equipment class name from Appendix B: Classes of Equipment.

Page 556 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Sheet20 f :9 4,4, Status: Y[ee[--f UM-]

Seismic Walkdown Checklist (SWC)

Equipment lD No. QG31VOO4A Equip. Class, 0 Equipment Description 1A SFP COOLING LOOP TO SFP PURIF INLET ISO Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y(Ž I-] UE] NiA[-]

" Are overhead equipment, distribution systems, ceiling tiles and lighting, 4if)l UIE" N/AD

~ and masonry block walls not likely to collapse onto the equipment?

9. Do attaled lines have adequate flexibility to avoid damage? ")J* 1-] U[ N/AD3 w,14A), -771 Ai Y
10. Based on the above seismic interaction evaluations, is equipment free YtrNO UO of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could A N< - U-i adversely affect the safety functions of the equipment?

Comments (Additional pages may be added' as necessary)

Evaluated by:

Evaluated bv:

Ziz&4& Date: //.  ? W2

'ý(/li.

Page 557 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Page 558 of 562

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS rm Page 559 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 F(15tvz- 4 Sheetf 3 Status: YON[O U[

Seismic Walkdown Checklist (SWC) i Equipment ID No. Q1G3 IVOO Equip. Class' 0 Equipment Description SFE COOLING LOOPRETURN (KEY Z-225)

Location: Bldg. AUXILIARY Floor El. 139 Room, Area Q.L3tA.A 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 ofjudgments 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 them one YO Nf of the 50% of SWEL items requiring such verification)?
2. Is the anchorage free of bent, broken, missing or loose hardware? YO NO UO 4V1 L-/i& Ce)
MPa /j1
3. Is the anchorage free of corrosion that is more than mild surface YO NO UO N/An.-

oxidation?

4. Is the anchorage free of visible cracks in the concrete near the anchors? YO NO UIO N/A&;--
5. Is the anchorage configuration consistent with plant documentation? YO NO UQ NIA&-"

(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 lb'NO UO potentially adverse seismic conditions?

IEnter the equipment class name from Appendix B: Classes of Equipment Page 560 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Sheet 2 of 3 Status: YIrNc' umI Seismic Walkdown Checklist (SWC)

Equipment ID No. Q1G31VO06 Equip. Class' 0 Equipment Description SFP COOLING LOOP RETURN (MEY Z-225)

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Ytd UD N/AD
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, &NO UO N/AD and masonry block walls not likely to collapse onto the equipment?
9. Do attached lines have adequate flexibility to avoid damage? Y(340 U[O N/AD
10. Based on the above seismic interaction evaluations, is equipment free Y[BN- UD of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Hlave you looked for and found no other seismic conditions that could YlM-ND U[D adversely affect the safety functions of the equipment?

5T.rP-r., 11-S /"A"J7 vteAY Comments (Additional pages may be added as necessary)

Evaluated by: //~L~ ,,&2 Date: 7./f. 2',,-.

Page 561 of 562

ATTACHMENT 3: SEISMIC WALKDOWN CHECKLISTS NO. SNCF164-RPT-01, VERSION 2.0 Page 562 of 562

ATTACHMENT 5: IPEEE VULNERABILITIES INFORMATION NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 5 UNIT 1 - IPEEE VULNERABILITIES INFORMATION (Version 1.0 and Version 2.0)

NO. SNCF164-RPT-01 This attachment contains Appendix H from the report entitled, "Joseph M. Farley Nuclear Plant, Unit 1 and Unit 2, Individual Plant Examination of External Events - Seismic" Page 1 of 5

ATTACHMENT 5: IPEEE VULNERABILITIES INFORMATION NO. SNCF164-RPT-01, VERSION 2.0 Appendix H UNIT 1 Description of Equipment Outliers Equipment Equipment Equipment Description of Outler ID Number Class Description Plant Area Outlier Resolution AITB0O4 20 Terminal Box Auxiliary Building El. 100' Internal wire may impact Restrain wire essential relay NiH11NGMCB250OA-AB 20 Main control board Auxiliary Building El. 155' Potential Interaction with Restrain Sect A overhead light overhead light QICIiEOO4A-AB 2 Reactor trip switchgear Auxiliary Building El. 121' Panels not bolted together Bolt to adjacent No. 1 panel QIC11E0O4B-AB 2 Reactor trip switchgear Auxiliary Building El. 121' Panels not bolted together Bolt to adjacent No. 2 panel Q0C22LT0485-P2 18 Steam generator I B Containment building El. Wre exposed from Repair conduit narrow range level 155' disconnected flex conduit QIE16H003B-B 10 RHR pump room Auxiliary building El. 83' Bolts attaching coil to frame Install missing cooler 1A are missing. bolts QIF16LT0501-A 18 RWST level transmitter Yard El. 155' Anchor bolts are corroded Replace anchor bolts QIF16LT0502-B 18 RWST level transmitter Yard El. 155' Anchor bolts are corroded Replace anchor bolts Q1H11NGASC2506C-B 20 Aux safeguards Auxiliary building El. 155' 1. Potential Interaction from 1. Restrain cabinet C overhead light overhead light

2. Potential interaction from 2. Bolt panels panels QSH 11NGR2504, together QAH11NGH2514-AB, and QlH1lNGSS2504 Qi H11NGASC2506D-A 20 Aux safeguards Auxiliary building El. 155' Potential interaction from Restrain cabinet D overhead light overhead light Q1 HiiNGB2504J-A 20 BOP instrumentation Auxiliary building El. 155' Potential interaction from Restrain cabinet J overhead light overhead light Q1 H11NGB2504K-B 20 BOP instrumentation Auxiliary building El. 155' Potential interaction from Restrain cabinet K overhead light overhead light Qi H11NGCCM2523A-A 20 ICCMS processor Auxiliary building El. 155' Potential interaction from Restrain cabinet train A overhead light overhead light Q1H 11NGCCM2523B-B 20 ICCMS processor Auxiliary building El. 155' Potential interaction from Restrain cabinet train B overhead light overhead light Q1 H11NGNIS2503A-1 20 NIS excore detector Auxiliary building El. 155' Potential interaction from Restrain cabinet overhead light overhead light QlHllNGR25041-AB 20 Radiation monitor Auxiliary building El. 155' Potential interaction from Restrain panel overhead light overhead light Q1H11NGSSP2506G-B 20 Solid-state protection Auxiliary building El. 155' 1. Potential Interaction from 1. Restrain input cabinet overhead light overhead light
2. Potential interaction from 2. Bolt panels panels together NiH11NGMIM2515-N and NlHllNGRYL25060-AB QIH 11NGSSP2505J-B 20 Solid-state protection Auxiliary building El. 155' Potential interaction from Restrain input cabinet overhead light overhead light Q1 H11NGSSP2506K-A 20 Solid-state protection Auxiliary building El. 155' Potential interaction from Restrain input cabinet overhead light overhead light Q1 H11NGSSP2506N-A 20 Solid-state protection Auxiliary building El. 155' Potential interaction from Restrain input cabinet overhead light overhead light Q1 H21E505-B 20 4.16-kv switchgear 1J Diesel generator building El. Potential interaction from Restrain local control panel 155' overhead light, fan and overhead light, adjacent conduit fan and conduit A1TBOO4 20 Terminal Box Auxiliary Building El. 100' Internal wire may impact Restrain wire essential relay NiH lINGMCB250OA-AB 20 Main control board Auxiliary Building El. 155' Potential Interaction with Restrain A

_______________ISect overhead light overhead light Page 2 of 5

ATTACHMENT 5: IPEEE VULNERABILITIES INFORMATION NO. SNCF164-RPT-01, VERSION 2.0 Appendix H UNIT 1 Description of Equipment Outliers Equipment Equipment Equipment Description of Outlier ID Number Class Description Plant Area Outlier Resolution Q1 H21E506-A 20 4.16-kv switchgear 1K Service water intake Potential interaction from Restrain local control panel structure El. 188'-6" overhead light overhead light Q1 H21E507-B 20 4.16-kv switchgear 1L Service water intake Potential interaction from Restrain local control panel structure El. 188'-6" overhead light overhead light Q1 H21 E527-B 20 Diesel generator 1B Diesel generator building El. 1. Potential interaction for 1. Restrain local control panel 155' overhead light overhead light

2. Inadequate anchorage 2. Modify anchorage Q1H22L002-A 20 Transfer relay cabinet Auxiliary building El. 139' Panel not bolted to adjacent Bolt panel to 1 MCC adjacent MCC Q1 H22L503-B 20 Diesel local relay panel Diesel building El. 155' Potential interaction from Restrain 1B overhead light overhead light Q1H23S544B-B 20 Diesel generator room Diesel generator building El. Potential interaction from Restrain 1B HVAC LCS 155' overhead light overhead light Q1P16V579-B 7 B train service water Service water intake El. Potential interaction for Restrain loose min-flow 188'-6" loose cables cables Q1 Ri 1B503-A 4 LC transformer 1R Diesel generator building El. Potential bolt bending Resolved by 155' concern analysis Q1 R1 1B504-A 4 LC transformer 1K Service water intake El. Potential bolt bending Resolved by 188'-6" concem analysis Q1 Ri 1B505-B 4 LC transformer 1L Service water intake El. Bold spins under torque Repair bolt 188'-6" Q1 R11B507-B 4 LC transformer 1S Diesel generator building El. Potential interaction from Restrain locker 155' locker Q1R15A503-A 3 4.16-kV switchgear 1H Diesel generator building El. Potential interaction from Restrain 155' overhead light overhead light Q1R15A504-B 3 4.16-kv switchgear 1J Diesel generator building El. Potential interaction from Restrain 155' overhead light and nearby overhead light, platform secure platform Q1R15A505-A 3 4.16-kv switchgear 1K Service water intake El. Potential interaction from Restrain 188'-6" overhead light overhead light Q1R15A506-B 3 4.16-kv switchgear 1L Service water intake El. Potential interaction from Restrain 188'-6" overhead light overhead light Q1R16B006-A 2 600-V load center 1D Auxiliary building El. 139' No anchorage at rear of Modify anchorage load center Q1R16B506-A 2 600-V load center Service water intake El. Potential interaction from Restrain 1 <12K 188'-6" overhead light and loose overhead light cable and cable Q1R16B507-B 2 600-V load center Service water intake El. Potential interaction from Restrain 1L2L 188'-6" overhead light and cables in overhead light panel and cables Q1R16B508-A 2 600-V load center Diesel generator building El. 1. Potential interaction from 1. Restrain 1R/2R 155' overhead light and cabinet overhead light
2. Inadequate anchorage and cabinet and load path 2. Modify anchorage Q1R16B509-B 2 500-V load center Diesel generator building El. 1. Potential interaction from 1. Restrain 1S/2S 155' overhead light overhead light
2. Inadequate anchorage 2. Modify and load path anchorage Q1R17B001-A 1 MCC 1A Auxiliary building El. 139' Inadequate anchorage Modify anchorage Page 3 of 5

ATTACHMENT 5: IPEEE VULNERABILITIES INFORMATION NO. SNCF164-RPT-01, VERSION 2.0 Appendix H UNIT 1 Description of Equipment Outliers Equipment Equipment Equipment Description of Outlier ID Number Class Description Plant Area Outlier Resolution Q1R17B002-B 1 MCC 1B Auxiliary building El. 121' 1. Inadequate anchorage in 1. Modify rear of MCC anchorage

2. Adjacent MCC bays and 2. Connect MCC transformer not connected bays and transformer Q1R17B008-A 1 MCC 1U Auxiliary building El. 139' Adjacent panel and MCC Connect panel to bays not adequately MCC bays connected Q1R17B009-B 1 MCC 1V Auxiliary building El. 139' Adjacent MCC bays not Connect MCC connected back to back bays together Q1R17B504-A 1 MCC 1K Service water intake El. Potential bolt bending Resolved by 188'-6" concern analysis Q1 R17B505-B 1 MCC 1L Service water intake El. Potential bolt bending Resolved by 188'-6" concern analysis QIR17B507-A 1 MCC 1N Diesel generator building El. Inadequate anchorage Modify anchorage 155' Q1R17B508-B 1 MCC 1P Diesel generator building El. Inadequate anchorage Modify anchorage 155' 01R17B509-A 1 MCC iS Diesel generator building El. Inadequate anchorage Modify anchorage 155' QIR17B510-B 1 MCC 1T Diesel generator building El. 1. Potential interaction from 1. Restrain 155' nearby cabinet cabinet
2. Inadequate anchorage 2. Modify anchorage Q1R36A511-B 3 4.16 kV switchgear 1L Diesel building El. 155' Potential interaction from Restrain cabinet surge arrestor nearby cabinet QSH 1lNGEPB2508-AB 20 Emergency power Auxiliary building El. 155' Potential interaction from Restrain board overhead light overhead light QSH21 E525-A 20 Diesel generator 1-2A Diesel generator building El. 1. Potential interaction from 1. Restrain local 155' overhead light overhead light
2. Bolts missing at cabinet 2. Install missing support bolts
3. Gaps under panel 3. Provide grout under panel QSH21 E528-A 20 Diesel generator 1C Diesel generator building El. 1. Potential interaction from 1. Restrain local control panel 155' overhead light overhead light
2. Gaps under panel 2. Provide grout under panel QSH22L502-A 20 Diesel generator relay Diesel generator building El. 1. Potential interaction from 1. Restrain panel 1-2A 155' overhead light overhead light
2. Missing anchor bolt 2. Replace missing bolt QSH22L504-A 20 Diesel generator relay Diesel generator building El. 1. Potential interaction from 1. Restrain panel 1C 155' overhead light overhead light
2. Interaction from Internal 2. Repair cover cover on relays on relays QSH23S544E-A 20 Diesel generator room Diesel generator building El. Potential interaction from Restrain 1-2A HVAC 155' overhead light overhead light Page 4 of 5

ATTACHMENT 5: IPEEE VULNERABILITIES INFORMATION NO. SNCF164-RPT-01, VERSION 2.0 Appendix H UNIT 1 Description of Equipment Outliers Equipment Equipment Equipment Description of Outlier ID Number Class Description Plant Area Outlier Resolution QSR17B006-A 1 MCC 1F Auxiliary building El. 155' Inadequate anchorage and Modify anchorage potential interaction from (top brace to wall) adjacent wall QSR17BO07-B 1 MCC IG Auxiliary building El. 155' Inadequate anchorage and Modify anchorage potential interaction from (top brace to wall) adiacent wall QSR42B523A-A 15 125-V-DC service Service water intake El. Potential bolt bending Resolved by water building battery 188'-6" concern analysis No. 1 QSR42B523B-A 15 125-V-DC service Service water intake El. Potential bolt bending Resolved by water building battery 188'-6" concern analysis No. 2 QSR42B523C-B 15 125-V-DC service Service water intake El. Potential bolt bending Resolved by water building battery 188'-6" concern analysis No. 3 QSR42B523D-B 15 125-V-DC service Service water intake El. Potential bolt bending Resolved by water building battery 188'-6" concern analysis No. 4 QSR42B526B-A 16 Service water building Service water intake El. Potential interaction from Restrain ladder battery charger No. 2 188'-6" ladder and cart and cart (standby)

QSR43A501-A 17 Diesel generator 1-2A Diesel generator building El. 1. Potential interaction from 1. Restrain (skid) 155' overhead light overhead light

2. Potential interaction from 2. Secure hoist hoist chain chain QSR43A503-A 17 Diesel generator 1C Diesel generator building El. 1. Potential interaction from 1. Restrain (skid) 155' overhead light overhead light
2. Potential interaction from 2. Secure hoist hoist chain chain QSR43L001A-A 20 Diesel generator 1-2A Diesel generator building El. Potential interaction from Restrain DC control PWR auto 155' overhead light overhead light XFER SW (ATS) III_ I QSR43L001C-A 20 Diesel generator 1-C Diesel generator building El. Potential interaction from Restrain DC control PWR auto 155' overhead light overhead light

_XFER (ATS) I

  • This document has been re-typed from the IPEEE Vulnerabilities Appendix H.

Page 5 of 5

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6 UNIT 1 - SEISMIC WALKDOWN ENGINEER CERTIFICATIONS (Version 1.0 and Version 2.0)

NO. SNCF164-RPT-01 Page 1 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0

- *.:, .- t 0ENERCON Excellence-Every project.Everyday*

Certificate of Completion is hereby granted to Nikole Arrant for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3 PLANT SEISMIC WALKDOWNS Awarded: 2/27/2013 at Farley Nuclear Plant i - " ~Kenneth Whitmore ..

Certified Seismic Walkdown Engineer Alexandria, VA - 6/20/2012 Page 2 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS Robert W. Ashworth Page 3 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS t.I ,ELECTRICPOWER Erma I RESEARCH INSTITUTE Certificateof Completion Robert W. Ashworth Training on Near Term Task Force Recommendation 2.3 - Plant Seismic Walkdowns July 3, 2012 Date Caroline S. ScNaseman, P.E.

Instructor Page 4 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS Page 5 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS F.3 ENERCON f xcellenc8-Every P!'006! [. cvry 5,7v Certificate of Completion is hereby granted to Maggie Farah for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3 PLANT SEISMIC WALKDOWNS Awarded: 7/26/2012 in Mt Arlington, NJ Kenneth Whitmore Certified Seismic Walkdown Engineer Alexandria, VA - 6/20/2012 Page 6 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0 11I11 1.-.~

REILARCH INSTITUTE Certificateof Completion Ryan Harlos Training on Near Term Task Force Recommendation 2.3

- Plant Seismic Walkdowns June 21, 2012 Date RobedtK. Kanawm EPRI Manage, Structmlu Reliahkty & hftsgrity Page 7 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS C-FO~alIRSEAR*Cf INSTITUTE Certificate of Completion Crystal Lovelady Training on Near Term Task Force Recommendation 2.3

- Plant Seismic Walkdowns June 13,2012 Date Robedt K-Kassawar EPRI Manager, Structixal Reliability & Integrity Page 8 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0 Certificate of Completion This certifies that Crystal R Lovelady Has successfully completed SAM NTTF 2.3 Seismic Walkdown Engineer JFG Completed On 8/18/2012 03:00 PM America/Chicago Page 9 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0

~iENERCON Excellence-Evety project Every day.

Certificate of Completion is hereby granted to Laura Maclay for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3

. PLANT SEISMIC WALKDO WNS Awarded: 7/26/2012 in Mt. Arlington, NJ Kenneth Whitmore Certified Seismic Walkdown Engineer Alexandria, VA - 6/20/2012 Page 10 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS Page 11 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS 6~I ia~iii~ii (~I~ (~ I~ f~% ttai Mu t1~ i~ '4~1 'flu' Mfl ftau t4~' tI~1 utai ifluu tt&~ I~ t~ I~i ia~ IAn I&~1

~\V~fMMMMMMMMMMMMM~

Ii EPRI Oft Qgcrtifirattc uf Electric Power Arliicucmctrt Research Institute Q4isiiz Io (Grrtifjg itat ft- nut A. *iktus Iras Tompletrb tt~

§rismir .39 Abb-On Tgraining Taou rs r N*rlb 'ýuUt 27-29, 1992 David A. Freed, MPR Associates SQUG Training Coordinator

ý1ý1 6ntt--ý Robert P. Kassawara, EPRI SQUG Program Manager

- - 'I I

~JhIIAIL p Page 12 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS Page 13 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS E3 ENERCON Excellence-Every project. Every day.

Certificate of Completion is hereby granted to Terry (Alan) Mullenix for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3 PLANT SEISMIC WALKDOWNS Awarded: 7/11/2012 in Kennesaw, GA

/Kevin Bessell -7 ý ~lehWhitmore Certified Seismic Walkdown Engineer Certified Seismic Walkdown Engineer Palo Alto, CA - 6/13/2012 Alexandria, VA - 6/20/2012 Page 14 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0 qf

-<: OENERCON Excellence-Every project.Every day, Certificate of Completion is hereby granted to Brian Nelson for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3 PLANT SEISMIC WALKDOWNS Awarded: 2/27/2013 at Farley Nuclear Plant

/ *

  • Kenneth Whitmore Certified Seismic Walkdown Engineer Alexandria, VA - 6/20/2012 Page 15 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0 Page 16 of 21

ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS NO. SNCF164-RPT-01, VERSION 2.0

~II2i

'Ii Certificateof Completion Kenneth Whitmore Training on Near Term Task Force Recommendation 2.3

- Plant Seismic Walkdowns June 21, 2012 IfAOk 44a4oa Date Robert K.'Kaeaware EPRI Maneger.

Strudaaul Reabb~y & kftgrity Page 17 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS rlEl QUGow~

Presentsthis Certfif'cati of}Achievement To Certify Tiat i - e ilwiUw4j nt has Compltedthe SQVG Wafkdown Screening L.1 jUii]£ J

andSeismic Evaluation TrainingCourse Held qprif6,h - 101h, 1992 _

-V*,

Neil P.Smith. Commionwealth Ediuon SQUG Chamnn David A. Freed, MPR Associates SQUG Training Coordinator Robert P. KassuwamaEPR SQUG Progrnil Mulagu Ul Page 18 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS CertfateofAchievement This is to Certify that Kenneth L.Whitmore has Competedthe ERIgAdd-On Seismic IEEE Training Course Hlel7d7ovember2nd through 4 thi, 1992 David A. Freed, MPR Associates Robert P. Kasawara, EPRI Training Coordinator Pwgrant Manager Page 19 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS I2I*I EI.1CRic POWER RESITAICHINSTITUTE Certificateof Completion Taylor Youngblood Training on Near Term Task Force Recommendation 2.3

- Plant Seismic Walkdowns July 11, 2012 Date Pabert K. Kusaw~a EM~ Mmgar Structuwa RA~bbty & kftglty Page 20 of 21

NO. SNCF164-RPT-01, VERSION 2.0 ATTACHMENT 6: SEISMIC WALKDOWN ENGINEER CERTIFICATIONS F#3 ENERCON ExCCf'PCC-e Every proje.'ct Every oay.

Certificate of Completion is hereby granted to Steve Yuan for successful completion of TRAINING ON NEAR TERM TASK FORCE RECOMMENDATION 2.3 PLANT SEISMIC WALKDOWNS Awarded: 7/26/2012 in Mt. Arlington, NJ

'--"'f!Ke t Whitmore Certified Seismic Walkdown Engineer Alexandria, VA - 6/20/2012 Page 21 of 21

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