ML14168A060: Difference between revisions

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{{#Wiki_filter:Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-186 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YN Nr-1 UD--Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. SOV-1230 Equip. Class1 8Equipment Description SG 21 MSIV SOVPhotographs Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-187 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 IP2Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class' 8Equipment Description SG 21 MSIV SOVLocation:
{{#Wiki_filter:Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-186 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN Nr-1 UD--Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. SOV-1230 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-187 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class' 8 Equipment Description SG 21 MSIV SOV Location:
Bldg. AFB Floor El. 77'-4" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. AFB Floor El. 77'-4" 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqge
Anchoraqge
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YN 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?
YN NEIYes the anchorage configuration verification is required.
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 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.
Yes, the anchorage is free of bent, broken, missing or loose hardware.
Y[ NEIl U[] N/A--Y[ NEil U- N/AZ-Y[:] NEIl ULI WN/A EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-188 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NDI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21MSIVSOV 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YER 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 is free of corrosion that is more than mild surfaceoxidation.
Yes, the anchorage configuration is consistent with plant drawings A227166-3 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI uri potentially adverse seismic conditions?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Not applicable since the anchorage is attached to steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Y[ NEIl U[] N/A--Y[ NEil U- N/AZ-Y[:] NEIl ULI WN/AEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-188 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN NDI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class1 8Equipment Description SG 21MSIVSOV
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 5. Is the anchorage configuration consistent with plant documentation?
Yes, soft targets are free from impact by nearby equipment or structures.
YER NEI U[I-] N/AD(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Yes, the anchorage configuration is consistent with plant drawingsA227166-3
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI uripotentially adverse seismic conditions?
: 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 U[] N/AD-YM ND:] UDI N/AD Y[ NDI UD- N/AD-YZ NEIUM EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-189 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NII Ui-Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21 MS/V SOV Other Adverse Conditions
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment orstructures.
: 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 andlighting, and masonry block walls are not likely to collapse onto theequipment.
: 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 freeof potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.YN NDI U[] N/AD-YM ND:] UDI N/ADY[ NDI UD- N/AD-YZ NEIUMEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-189 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YZ NII Ui-Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class1 8Equipment Description SG 21 MS/V SOVOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN N[D UD--adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN N[D UD--adversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==
Drawings and AWCDwg A227166, Rev 3, Replacement of main steam isolation valve solenoids.  
Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids. (Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stim sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 AWC-036ýqýEvaluated by: Stephen Yuan Date: 10125/2012 Date: 10,25)2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-190 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ NO- UI--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Control Room would not permit pictures.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-191 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YN NEI U U-]Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class' 8 Equipment Description SG 21 MSIV SOV Location:
(Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stim sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24AWC-036ýqýEvaluated by: Stephen YuanDate: 10125/2012 Date: 10,25)2012 Paul HuebschEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-190 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YZ NO- UI--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class1 8Equipment Description SG 21 MSIV SOVPhotographs Control Room would not permit pictures.
Bldg. AFB Floor El. 77'-4" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-191 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YN NEI U U-]Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class' 8Equipment Description SG 21 MSIV SOVLocation:
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.
Bldg. AFB Floor El. 77'-4" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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[ NE]of the 50% of SWEL items requiring such verification)?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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?
Additional space is provided at the end of this checklist for documenting other comments.
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
Anchorage
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Not applicable since the anchorage is attached to steel plate.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 1. Is the anchorage configuration verification required (i.e., is the item one Y[ NE]of the 50% of SWEL items requiring such verification)?
Y[Z NEI U0 N/AD YZ NEI UD- N/A[D-Yr-] NDI Ur N/A EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-192 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YM Nil U-I Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage configuration verification is required.
YN NEI UI- N/ADl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Yes, the anchorage configuration is consistent with plant documentation A227166-3 6. Based on the above anchorage evaluations, is the anchorage free of YER ND] UD-potentially adverse seismic conditions?
Yes, the anchorage is free of bent, broken, missing or loose hardware.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes, soft targets are free from impact by nearby equipment or structures.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Not applicable since the anchorage is attached to steel plate.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[ NDI N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI U[D N/AD-and masonry block walls not likely to collapse onto the equipment?
Y[Z NEI U0 N/ADYZ NEI UD- N/A[D-Yr-] NDI Ur N/AEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-192 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YM Nil U-ISeismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class1 8Equipment Description SG 21 MSIV SOV5. Is the anchorage configuration consistent with plant documentation?
Yes, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
YN NEI UI- N/ADl(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage? YM NDI uD- 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-12-00037, Rev. 0, Page C-193 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NIZ UDl Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Other Adverse Conditions
Yes, the anchorage configuration is consistent with plantdocumentation A227166-3
: 11. Have you looked for and found no other seismic conditions that could YZ NEI uI-I adversely affect the safety functions of the equipment?
: 6. Based on the above anchorage evaluations, is the anchorage free of YER ND] UD-potentially adverse seismic conditions?
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment orstructures.
Y[ NDI N/AD-8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, Y[ NDI U[D N/AD-and masonry block walls not likely to collapse onto the equipment?
Yes, overhead equipment, distribution  
: systems, ceiling tiles andlighting, and masonry block walls are not likely to collapse onto theequipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YM NDI uD- N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDI UDof potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-193 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YN NIZ UDlSeismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class1 8Equipment Description SG 21 MSIV SOVOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEI uI-Iadversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDwg A227166, Rev 3, Replacement of main steam isolation valve solenoids.  
Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids. (Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 A WC-036 Date: 10/25/2012 Evaluated by: Stephen Yuan'2 _K~ ].. l.A. / 10/25/2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-194 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN Nil U-II Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Control Room would not permit pictures Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-195 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YE NEI Ur-1 Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Location:
(Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24A WC-036Date: 10/25/2012 Evaluated by: Stephen Yuan'2 _K~ ].. l.A. /
Bldg. AFB Floor El. 77'-4" Room, Area Manufacturer, Model, Etc. (optional but recommended)
10/25/2012 Paul HuebschEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-194 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YN Nil U-IISeismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class1 8Equipment Description SG 21 MSIV SOVPhotographs Control Room would not permit picturesNote:Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-195 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 1P2Status: YE NEI Ur-1Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class1 8Equipment Description SG 21 MSIV SOVLocation:
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.
Bldg. AFB Floor El. 77'-4" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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)?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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?
Additional space is provided at the end of this checklist for documenting other comments.
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
Anchoraqe
: 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.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YIZ NEI U-I N/AD-YZ NDI UD N/AD-YIO NO U-I N/A[E EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-196 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YM NO ULI Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV 5. Is the anchorage configuration consistent with plant documentation?
Y[ NEIYes the anchorage configuration verification is required.
YE NEI U[-] N/AI--(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Yes, the anchorage configuration is consistent with plant drawing A227166-3.
Yes, the anchorage is free of bent, broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes, the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Not applicable since the anchorage is attached to steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YIZ NEI U-I N/AD-YZ NDI UD N/AD-YIO NO U-I N/A[EEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-196 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YM NO ULISeismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class1 8Equipment Description SG 21 MSIV SOV5. Is the anchorage configuration consistent with plant documentation?
YE NEI U[-] N/AI--(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Yes, the anchorage configuration is consistent with plant drawingA227166-3.
: 6. Based on the above anchorage evaluations, is the anchorage free of YM N[D UD-potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YM N[D UD-potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YM NEI U-I N/A--Yes, soft targets are free from impact by nearby equipment orstructures.
YM NEI U-I N/A--Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI U-- N/AF-D and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y[ NDI U-- N/AF-Dand 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.
Yes, overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage?YM NDI UI- N/AD Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-12-00037, Rev. 0, Page C-197 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YZ NE] U-Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Other Adverse Conditions
: systems, ceiling tiles andlighting, and masonry block walls are not likely to collapse onto theequipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NEil ULi adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?YM NDI UI- N/ADYes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM NDI UD-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-197 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YZ NE] U-Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class1 8Equipment Description SG 21 MSIV SOVOther Adverse Conditions
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NEil ULiadversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDwg A227166, Rev 3, Replacement of main steam isolation valve solenoids.
Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids.
Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24AWC-036_Date: 10/25/2012 Evaluated by: Stephen YuanPaul Huebsch JDate: 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-198 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YE NEI UD-]Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class1 8Equipment Description SG 21 MSIV SOVPhotographs Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-199 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YN NE] URI]Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class1 9Equipment Description EDG BLDG FANLocation:
Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 AWC-036_Date: 10/25/2012 Evaluated by: Stephen Yuan Paul Huebsch J Date: 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-198 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NEI UD-]Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-199 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NE] URI]Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN Location:
Bldg. EDG Floor El. 72'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. EDG 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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 YEI NZ of the 50% of SWEL items requiring such verification)?
Anchoraqe
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Fireproofing material obstructs view of some anchors. Checked visible anchors.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one YEI NZof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
The anchorage configuration verification is not required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage to structural steel.YE NEI U-- N/AL-YE] N:] uL- N/AD YE[I NEl U[- N/AE 1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-200 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN N[- UlI Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN 5. Is the anchorage configuration consistent with plant documentation?
Fireproofing material obstructs view of some anchors.
Y-I NEI U[-I N/AN (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Checked visibleanchors.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Anchorage to structural steel.YE NEI U-- N/AL-YE] N:] uL- N/ADYE[I NEl U[- N/AE1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-200 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN N[- UlISeismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class1 9Equipment Description EDG BLDG FAN5. Is the anchorage configuration consistent with plant documentation?
Y-I NEI U[-I N/AN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NWI UW1potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NWI UW1 potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YZ NWI ul N/AW8. Are overhead equipment, distribution  
YZ NWI ul N/AW 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NW-I UWI N/AW--1 and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y[ NW-I UWI N/AW--1and 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI uWl N/A[--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NW-] uW 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-12-00037, Rev. 0, Page C-201 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NEI U--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN Other Adverse Conditions
: 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 uWl N/A[--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NW-] uWof 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-12-00037, Rev. 0, Page C-201 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YZ NEI U--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class1 9Equipment Description EDG BLDG FANOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ N[il U[-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YZ N[il U[-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCA246342, Rev. 2, E.D.G. BLDG Ventilation AWC-01 1'I'/ 3 U cQ/6k boyEvaluated by: Nick CfsoellDate: 10-15-2012 A10-15-2012 Stoe Yuan i]Stephen YuanV~N~Dan Nuta10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-202 of 434ATTACHMENT 9.6 SEISMIC WALKOOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YE Nil UI--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class' 9Equipment Description EDG BLDG FANPhotographs Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-203 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: Y; NO UD-]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FANLocation:
Drawings and AWC A246342, Rev. 2, E.D.G. BLDG Ventilation AWC-01 1'I'/ 3 U cQ/6k boy Evaluated by: Nick Cfsoell Date: 10-15-2012 A10-15-2012 Stoe Yuan i]Stephen Yuan V~N~Dan Nuta 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-202 of 434 ATTACHMENT 9.6 SEISMIC WALKOOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE Nil UI--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class' 9 Equipment Description EDG BLDG FAN Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-203 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y; NO UD-]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Location:
Bldg. FANHOUSE Floor El. 72'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. FANHOUSE 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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-I NE of the 50% of SWEL items requiring such verification)?
Anchorage
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
: 1. Is the anchorage configuration verification required (i.e., is the item one YE-I NEof the 50% of SWEL items requiring such verification)?
Y[N NEl ULIE 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 oxidation?
The anchorage configuration verification is not required.
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 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[ NDI uL-D N/ADI YN NDI U[-] N/AD I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[N NEl ULIE N/AD-]Yes the anchorage is free of bent, broken, missing or loose hardware.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-204 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class' 9 Equipment Description CB PURGE & PAB EXHUAST FAN 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YOI NOI ULi N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.Y[ NDI uL-D N/ADIYN NDI U[-] N/ADI Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-204 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class' 9Equipment Description CB PURGE & PAB EXHUAST FAN5. Is the anchorage configuration consistent with plant documentation?
YOI NOI ULi N/AZ(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YN NEil u-potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YN NEil u-potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NE] UD:] N/A[-]8. Are overhead equipment, distribution  
YN NE] UD:] N/A[-]8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI U" N/AD and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YZ NEI U" N/ADand 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YE] ND UDl N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI 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-12-00037, Rev. 0, Page C-205 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YN NE] UI-Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Other Adverse Conditions
: 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] ND UDl N/ADYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UDlof 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-12-00037, Rev. 0, Page C-205 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YN NE] UI-Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FANOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YIN NEJ ur-]adversely affect the safety functions of the equipment?.
: 11. Have you looked for and found no other seismic conditions that could YIN NEJ ur-]adversely affect the safety functions of the equipment?.
Yes we have looked for and found no other seismic conditions thatcould 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.
A metal pulley is on the floor due to maintenance in progress.
A metal pulley is on the floor due to maintenance in progress.
Not aseismic concern.Comments (Additional pages may be added as necessary)
Not a seismic concern.Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWC9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans PlansAWC-031Evaluated by: Kirit ParikhDate: 10/24/2012 q110 ,Nick cris~np~f 10/24/2012 Nick cri-qnell EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-206 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 1P2Status: YN NF] U[]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FANPhotographs Note: Fan identification writingNote: Fan front viewEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-207 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEFEquipment Description CB PURGE & PAB EXHUAST FANIP2Status: Y; NEIl Ur-Equip. Class19Note: Fan anchorage viewEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-208 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: YE NEI U[ISeismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FANLocation:
Drawings and AWC 9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections 9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans Plans AWC-031 Evaluated by: Kirit Parikh Date: 10/24/2012 q110 , Nick cris~np~f 10/24/2012 Nick cri-qnell EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-206 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: YN NF] U[]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Photographs Note: Fan identification writing Note: Fan front view EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-207 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equipment Description CB PURGE & PAB EXHUAST FAN IP2 Status: Y; NEIl Ur-Equip. Class 1 9 Note: Fan anchorage view EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-208 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE NEI U[I Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Location:
Bldg. FAN HOUSE Floor El. 72'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. FAN HOUSE 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
YD- N M 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YD- N MThe anchorage configuration verification is not required.
: 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.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
YN NO U-J N/A-YZ Nil U-I N/A--YN NEI UrI N/A[-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-209 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YE NE] UF-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
YO] NEI U0- N/AN (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YN NO U-J N/A-YZ Nil U-I N/A--YN NEI UrI N/A[-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-209 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YE NE] UF-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FAN5. Is the anchorage configuration consistent with plant documentation?
YO] NEI U0- N/AN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YN NE] U-]potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YN NE] U-]potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage?Yes attached lines have adequate flexibility to avoid damage.YE NEI UE- N/AD Y[ NEI U[-1 N/A-'Y[ NEI UE] N/AE-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] U]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-210 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI UL-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class' 9 Equipment Description CB PURGE & PAB EXHUAST FAN Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN NEO UOE adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?Yes attached lines have adequate flexibility to avoid damage.YE NEI UE- N/ADY[ NEI U[-1 N/A-'Y[ NEI UE] N/AE-10. Based on the above seismic interaction evaluations, is equipment freeof 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] U]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-210 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YE NEI UL-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class' 9Equipment Description CB PURGE & PAB EXHUAST FANOther Adverse Conditions
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN NEO UOEadversely affect the safety functions of the equipment?
A loose metal pulley is found on the floor due to maintenance in progress.
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
A loose metal pulley is found on the floor due to maintenance inprogress.
Not a seismic concern.Comments (Additional pages may be added as necessary)
Not a seismic concern.Comments (Additional pages may be added as necessary)


==References:==
==References:==


9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans PlansA WC-031Evaluated by: Kint PankhDate: 10/24/2012 qlljýCX~~auNick Crisnell10.24/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-211 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YZ NEI U--]Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class1 9Equipment Description CB PURGE & PAB EXHUAST FANPhotographs Note: Front vEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev, 0, Page C-212 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEFEquipment Description CB PURGE & PAB EXHUAST FANIP2Status: YZ N[-] U[-]Equip. Class' 9Note: Fan 21, facing front part of the fanEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-213 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YE NEIl U--Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9Equipment Description EXHAUST FANLocation:
9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections 9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans Plans A WC-031 Evaluated by: Kint Pankh Date: 10/24/2012 qlljýCX~~au Nick Crisnell 10.24/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-211 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NEI U--]Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Photographs Note: Front v EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev, 0, Page C-212 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equipment Description CB PURGE & PAB EXHUAST FAN IP2 Status: YZ N[-] U[-]Equip. Class' 9 Note: Fan 21, facing front part of the fan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-213 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEIl U--Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9 Equipment Description EXHAUST FAN Location:
Bldg. ELE TUNNEL Floor El. 73'-7" Room, Area Behind EDG Bldg.Manufacturer, Model, Etc. (optional but recommended)
Bldg. ELE TUNNEL Floor El. 73'-7" Room, Area Behind EDG Bldg.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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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] NEI of the 50% of SWEL items requiring such verification)?
Anchorage
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?
: 1. Is the anchorage configuration verification required (i.e., is the item one YI] NEIof the 50% of SWEL items requiring such verification)?
Minor surface rust, acceptable Yes the anchorage is free of corrosion that is more than mild surface oxidation.
The anchorage configuration venfication is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YO NEI N/A-WD Y[ NO uDl N/AD-YM NEI UD- N/AD 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.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-214 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ ND- UD-Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class 1 9 Equipment Description EXHAUSTFAN
Yes the anchorage is free of bent, broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Minor surface rust, acceptable Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YO NEI N/A-WDY[ NO uDl N/AD-YM NEI UD- N/ADYes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-214 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YZ ND- UD-Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class1 9Equipment Description EXHAUSTFAN
: 5. Is the anchorage configuration consistent with plant documentation?
: 5. Is the anchorage configuration consistent with plant documentation?
Y[ ND- UFI N/A[-D(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Y[ ND- UFI N/A[-D (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration verification is required and is consistent with the plant drawing 9321-F-3052-38 Rev 38.6. Based on the above anchorage evaluations, is the anchorage free of YN ND: uD-potentially adverse seismic conditions?
The anchorage configuration verification is required and is consistent with the plant drawing 9321-F-3052-38 Rev 38.6. 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 isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NDI N/AD--8. Are overhead equipment, distribution  
YN NDI N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YI NDI UD N/AD" and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YI NDI UD N/AD"and masonry block walls not likely to collapse onto the equipment?
Transmission lines over head well protected.
Transmission lines over head well protected.
No seismic concern.Yes overhead equipment, distribution  
No seismic concern.Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 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 UDI 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-12-00037, Rev. 0, Page C-215 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI U-I Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class 1 9 Equipment Description EXHAUST FAN Other Adverse Conditions
: 9. Do attached lines have adequate flexibility to avoid damage? YE NDI UDI 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-12-00037, Rev. 0, Page C-215 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YE NEI U-ISeismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class1 9Equipment Description EXHAUST FANOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YNi NEi UI-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YNi NEi UI-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWC9321-F-3052, Rev 38, Equipment Arrangement Control Bldg. UFSAR Figure No. 1.2-7 (SHT. 2)AWC-033Evaluated by: Kirit ParikhDate: 10/25/2012 OP*Ar014?ýNik~k Nick Criqnefi10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-216 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: Y0 NE] ULSeismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9Equipment Description EXHAUST FANPhotographs Note: Front view of the Exhaust fan 21ETEFNote: The Fan and exhaust ductsEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-217 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5IP2Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEFEquipment Description EXHAUST FANStatus: YER N-I UEl-Equip. Class' 9Note: View of the base plate and anchorsNote: Side view of the exhaust fanEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-218 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YN NI-- UD--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class1 9Equipment Description WALL FAN #216Location:
Drawings and AWC 9321-F-3052, Rev 38, Equipment Arrangement Control Bldg. UFSAR Figure No. 1.2-7 (SHT. 2)AWC-033 Evaluated by: Kirit Parikh Date: 10/25/2012 OP*A r 014?ýNik~k Nick Criqnefi 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-216 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y0 NE] UL Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9 Equipment Description EXHAUST FAN Photographs Note: Front view of the Exhaust fan 21ETEF Note: The Fan and exhaust ducts EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-217 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equipment Description EXHAUST FAN Status: YER N-I UEl-Equip. Class' 9 Note: View of the base plate and anchors Note: Side view of the exhaust fan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-218 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NI-- UD--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Location:
Bldg. CB Floor El. 15'-O" Room; AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. CB 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
Y[-- NO The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Fan is elevated significantly above the floor. Can not see all anchors do to the high elevation of fan. Yes for all anchors observorable from floor.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Y[-- NOThe anchorage configuration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Fan is elevated significantly above the floor. Can not see all anchors doto the high elevation of fan. Yes for all anchors observorable from floor.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YO NOL UEZ N/AD]Y[ NEI UD- N/A-Surface corrosion.
YO NOL UEZ N/AD]Y[ NEI UD- N/A-Surface corrosion.
Judged acceptable.
Judged acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?No concrete anchorage.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?No concrete anchorage.
All anchorage to structural steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
All anchorage to structural steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YDI NDI UD- N/AOEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-219 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN NO UrISeismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class1 9Equipment Description WALL FAN #2165. Is the anchorage configuration consistent with plant documentation?
YDI NDI UD- N/AO EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-219 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NO UrI Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 5. Is the anchorage configuration consistent with plant documentation?
YDI NF-D UD NWAN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YDI NF-D UD 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 component is not part of the anchorage configuration verification.
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 u0potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI u0 potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NilI UEl N/A[8. Are overhead equipment, distribution  
YN NilI UEl N/A[8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NEI U[- N/AD-and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YN NEI 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YlN NDI UDl N/ADT Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDJ 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-12-00037, Rev. 0, Page C-220 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YM NO U--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NEI- U[L adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YlN NDI UDl N/ADTYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDJ 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-12-00037, Rev. 0, Page C-220 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YM NO U--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class1 9Equipment Description WALL FAN #216Other Adverse Conditions
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NEI- U[Ladversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWC9321-F-4017, Rev 28, (A-201041),
Drawings and AWC 9321-F-4017, Rev 28, (A-201041), Control building heating vent. And air conditioning plans and sections.9321-F-3052, Rev 38, Equipment arrangement control building.A WC-001 e 9 VV ow-ýEvaluated by: Nick Crispell Date: 10-9-2012.ght~nh~n Vii1nn Stenhen Yuan )ýqý10-9-2012 10-9-2012 Drin Niita EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-221 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YM N-] U-]Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Photographs Note: Fan is at high elevation.
Control building heating vent. And air conditioning plans andsections.
Only part of the anchorage/connection can be observed from ground.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-222 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN NEI UFD Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Location:
9321-F-3052, Rev 38, Equipment arrangement control building.
Bldg. TSC Floor El. 88-6" Room, Area Blda Roof Manufacturer, Model, Etc. (optional but recommended)
A WC-001e9 VV ow-ýEvaluated by: Nick CrispellDate: 10-9-2012
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.
.ght~nh~n Vii1nnStenhen Yuan )ýqý10-9-2012 10-9-2012 Drin NiitaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-221 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMSheet 4 of 4 IP2Status: YM N-] U-]Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class1 9Equipment Description WALL FAN #216Photographs Note: Fan is at high elevation.
Additional space is provided at the end of this checklist for documenting other comments.Anc;horage
Only part of theanchorage/connection can be observed fromground.Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-222 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YN NEI UFDSeismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class1 11Equipment Description CONDENSING UNIT (24 TONS)Location:
: 1. Is the anchorage configuration verification required (i.e., is the item one Yol NO of the 50% of SWEL items requiring such verification)?
Bldg. TSC Floor El. 88-6" Room, Area Blda RoofManufacturer, Model, Etc. (optional but recommended)
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is present but not visible. Anchorage is covered with flashing and then flashing is cover with waterproofing as this is a roof mounted AC unit. Equipment has a large foot print and low CG therefore overturning is judged not to be a concern.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Y[I NEI U[- N/AN YEI NEI UD N/AM Same answer as question 2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?Same answer as question 2 above Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Additional space is provided at the end of this checklist for documenting other comments.
YDi NEI U-I N/A[EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-223 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YE NEI- UML Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)5. Is the anchorage configuration consistent with plant documentation?
Anc;horage
YO NO U-I N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 1. Is the anchorage configuration verification required (i.e., is the item one Yol NOof the 50% of SWEL items requiring such verification)?
The anchorage configuration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage is present but not visible.
Anchorage is covered withflashing and then flashing is cover with waterproofing as this is a roofmounted AC unit. Equipment has a large foot print and low CGtherefore overturning is judged not to be a concern.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Y[I NEI U[- N/ANYEI NEI UD N/AMSame answer as question 2 above.4. Is the anchorage free of visible cracks in the concrete near theanchors?Same answer as question 2 aboveEnter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YDi NEI U-I N/A[EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-223 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YE NEI- UMLSeismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class1 11Equipment Description CONDENSING UNIT (24 TONS)5. Is the anchorage configuration consistent with plant documentation?
YO NO U-I N/AZ(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI uW-potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI uW-potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NW Ui N/A-8. Are overhead equipment, distribution  
YN NW Ui N/A-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NWI UW N/A-and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YZ NWI UW 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? N- U- N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-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-12-00037, Rev. 0, Page C-224 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NE] UD--Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN Nil Uil adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? N- U- N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-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-12-00037, Rev. 0, Page C-224 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: Y[ NE] UD--Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class1 11Equipment Description CONDENSING UNIT (24 TONS)Other Adverse Conditions
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN Nil Uiladversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCA226593, Rev 0, Tech Support Center Part Plan Elev. 88'-6" HVAC Arrangement  
Drawings and AWC A226593, Rev 0, Tech Support Center Part Plan Elev. 88'-6" HVAC Arrangement  
& Sections138208, Rev 15, Indian Point Unit No. I Plan at Elevation 88-6"AWC-036Evaluated by: Kirit ParikhDate: 10/25/2012 quý49r016ký10/25/2012 Nick Cris-ellEN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-225 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: Y; NEI] UISeismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class1 11Equipment Description CONDENSING UNIT (24 TONS)Photographs Note: The condensing unit,CCRAC2,with anchorage area covered with waterproof materials Note: Side view of the condensing unitEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-226 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5 1P2Status: YE NEI ULISeismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class1 11Equipment Description CONDENSING UNIT (24 TONS)Note: Soft connections on the condensing unitNote: The base of the condensing unit coveredwith waterproof matenals.
& Sections 138208, Rev 15, Indian Point Unit No. I Plan at Elevation 88-6" AWC-036 Evaluated by: Kirit Parikh Date: 10/25/2012 quý49 r 016ký10/25/2012 Nick Cris-ell EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-225 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y; NEI] UI Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Photographs Note: The condensing unit,CCRAC2,with anchorage area covered with waterproof materials Note: Side view of the condensing unit EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-226 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 1P2 Status: YE NEI ULI Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Note: Soft connections on the condensing unit Note: The base of the condensing unit covered with waterproof matenals.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-227 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NEI[ UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Location:
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-227 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YE NEI[ UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class1 12Equipment Description INSTRUMENT AIR COMPRESSOR 21Location:
Bldg. CB Floor El. 15-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 15-O" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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 NEl of the 50% of SWEL items requiring such verification)?
Additional space is provided at the end of this checklist for documenting other comments.
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchor bolts have double nuts. One extra nut on top is loose and not touching second nut. Bottom nut is tight. Judged acceptable.
Anchorage
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?
: 1. Is the anchorage configuration verification required (i.e., is the item one YN NElof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Yes the anchorage configuration verification is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Coated concrete.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
No significant concrete cracking found.YN NDI UDl N/AD Y[ NE] UL] N/AD-YZ N] UDi N/A[-D I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Anchor bolts have double nuts. One extra nut on top is loose and nottouching second nut. Bottom nut is tight. Judged acceptable.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-228 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YN NO UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 21/AC Ec Equipment Description INSTRUMENT AIR COMPRESSOR 21 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 is free of bent, broken, missing or loose hardware.
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
uip. Class 1 12 YZ NEI U[L N/A--YN NEI DU[Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Coated concrete.
Yes soft targets are free from impact by nearby equipment or structures.
No significant concrete cracking found.YN NDI UDl N/ADY[ NE] UL] N/AD-YZ N] UDi N/A[-DI Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YZ NEI ulE- N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEi UE[ N/AD-and masonry block walls not likely to collapse onto the equipment?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-228 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YN NO UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 21/AC EcEquipment Description INSTRUMENT AIR COMPRESSOR 215. Is the anchorage configuration consistent with plant documentation?
The masonry brick wall was seismic qualified by Computech Report no.R547.01.9. Do attached lines have adequate flexibility to avoid damage? YN N[-E U[:] N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN ND UE--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-12-00037, Rev. 0, Page C-229 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YX NFZ U-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Other Adverse Conditions
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could YZ NE! ULI adversely affect the safety functions of the equipment?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
uip. Class1 12YZ NEI U[L N/A--YN NEI DU[Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YZ NEI ulE- N/A--8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, Y[ NEi UE[ N/AD-and masonry block walls not likely to collapse onto the equipment?
The masonry brick wall was seismic qualified by Computech Report no.R547.01.9. Do attached lines have adequate flexibility to avoid damage? YN N[-E U[:] N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN ND UE--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-12-00037, Rev. 0, Page C-229 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YX NFZ U-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class1 12Equipment Description INSTRUMENT AIR COMPRESSOR 21Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NE! ULIadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)
None. 0 UNISTRUT support on the east side of the EP-2 concrete pedestal has one member missinga bolt attached to the pedestal above the base. The support for the EP-2 power conduit isconsidered acceptable.  
None. 0 UNISTRUT support on the east side of the EP-2 concrete pedestal has one member missing a bolt attached to the pedestal above the base. The support for the EP-2 power conduit is considered acceptable.
: However, the missing bolt should be reinstalled.
However, the missing bolt should be reinstalled.
CR IP2-2012-06495 issued for tracking.
CR IP2-2012-06495 issued for tracking.0 EP-2 tensioning bolt double nut has minor surface rust. OK.
0 EP-2 tensioning bolt double nut has minor surface rust. OK.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38, Equipment arrangement control building, UFSAR figure no. 12-79321-F-18543,Rev 10, Control and diesel generator building concrete plan elev. 15'AWC-001&AA;kg4r~QEvaluated by: Nick CnspellDate: 10/09/2012 Stpnhen YuanA-.-.-10/09/2012 10/09/2012 D NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-230 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YE NE] UMISeismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class1 12Equipment Description INSTRUMENT AIR COMPRESSOR 21Photographs Note: Instrument Air Compressor 21Note: EP-2 pedestal east UNISTRUT support.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-231 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 IP2Status: YZ NEI U[-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class1 12Equipment Description INSTRUMENT AIR COMP 22Location:
9321-F-3052, Rev 38, Equipment arrangement control building, UFSAR figure no. 12-7 9321-F-18543,Rev 10, Control and diesel generator building concrete plan elev. 15'AWC-001&AA;kg 4r~Q Evaluated by: Nick Cnspell Date: 10/09/2012 Stpnhen Yuan A-.-.-10/09/2012 10/09/2012 D Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-230 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NE] UMI Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Photographs Note: Instrument Air Compressor 21 Note: EP-2 pedestal east UNISTRUT support.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-231 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: YZ NEI U[-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMP 22 Location:
Bldg. CB Floor El. 15'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. CB 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
Additional space is provided at the end of this checklist for documenting other comments.Anchoragqe
Anchoragqe
: 1. Is the anchorage configuration verification required (i.e., is the item one YE NDI of the 50% of SWEL items requiring such verification)?
: 1. Is the anchorage configuration verification required (i.e., is the item one YE NDIof 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?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 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 surfaceoxidation?
One comer bolt has two nuts. Bottom one is tight. Acceptable.
One comer bolt has two nuts. Bottom one is tight. Acceptable.
Minor surface rust on bolt. Grounding wire shows surface corrosion judged acceptable.
Minor surface rust on bolt. Grounding wire shows surface corrosion judged acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Concrete coated. No visible cracks in anchor area of significance.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Concrete coated. No visible cracks in anchor area of significance.
Y[ NEI UE- N/AD-YO NDI UI- N/ADY[E NEI U-I N/AD-I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Y[ NEI UE- N/AD-YO NDI UI- N/AD Y[E NEI U-I 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-12-00037, Rev. 0, Page C-232 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YE NI UI--Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class1 12Equipment Description INSTRUMENT AIR COMP 225. Is the anchorage configuration consistent with plant documentation?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-232 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YE NI UI--Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMP 22 5. Is the anchorage configuration consistent with plant documentation?
YE NEI u-I N/A[-'(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YE NEI u-I N/A[-'(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YO NEI uilpotentially adverse seismic conditions?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YO NEI uil potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YO NEI U-- N/AD8. Are overhead equipment, distribution  
YO NEI U-- N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YEi- NO uLI N/AD and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YEi- NO uLI N/ADand masonry block walls not likely to collapse onto the equipment?
The masonry brick wall was seismic qualified by Computech Report no.R547.01.Brick wall has crack near column K8, 10.1, appears to be caused by local impact. Not major structural crack.Overhead fluorescent bulb doesn't have wire securing bulb to fixture.CR IP2-2012-06120 addresses the issue.9. Do attached lines have adequate flexibility to avoid damage? YO N[l UD-[ N/AD:]Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-233 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NI] UL-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12 Equipment Description INSTRUMENT AIR COMP 22 10. Based on the above seismic interaction evaluations, is equipment free YN N[ Ur-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
The masonry brick wall was seismic qualified by Computech Report no.R547.01.Brick wall has crack near column K8, 10.1, appears to be caused bylocal impact. Not major structural crack.Overhead fluorescent bulb doesn't have wire securing bulb to fixture.CR IP2-2012-06120 addresses the issue.9. Do attached lines have adequate flexibility to avoid damage? YO N[l UD-[ N/AD:]Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-233 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: Y[ NI] UL-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12Equipment Description INSTRUMENT AIR COMP 2210. Based on the above seismic interaction evaluations, is equipment free YN N[ Ur-Iof 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 N[i] UrI adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YIZ N[i] UrIadversely 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.
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38, Equipment arrangement control building.
9321-F-3052, Rev 38, Equipment arrangement control building.AWC-001 I-1 V<6 6116&#xfd;&#xfd;Evaluated by: Nick Cnspell Date: 10-9-2012 4-Yullqn Dan Nuta 10-9-2012 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-234 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NI- uL]Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12 Equipment Description INSTRUMENT AIR COMP 22 Photographs Note: Instrument Air Compressor 22 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-235 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE NF-D UD--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR  
AWC-001I-1 V<66116&#xfd;&#xfd;Evaluated by: Nick CnspellDate: 10-9-2012 4-YullqnDan Nuta10-9-2012 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-234 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YN NI- uL]Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12Equipment Description INSTRUMENT AIR COMP 22Photographs Note: Instrument Air Compressor 22Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-235 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YE NF-D UD--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class1 12Equipment Description STARTING AIR COMPRESSOR  
#22 Location:
#22Location:
Bldg. EDG Floor El. 62'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. EDG Floor El. 62'-0" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqle
Additional space is provided at the end of this checklist for documenting other comments.
: 1. Is the anchorage configuration verification required (i.e., is the item one Y[R NDl of the 50% of SWEL items requiring such verification)?
Anchoraqle
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
: 1. Is the anchorage configuration verification required (i.e., is the item one Y[R NDlof the 50% of SWEL items requiring such verification)?
YN NEI u-l N/AD1 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[Z NEI-- UD N/AD-oxidation?
Yes the anchorage configuration verification is required.
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 4. Is the anchorage free of visible cracks in the concrete near the YN NDI UD-] N/AD--]anchors?Hairline cracks present. They are judged acceptable.
YN NEI u-l N/AD1Yes 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[Z NEI-- UD N/AD-oxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the YN NDI UD-] N/AD--]anchors?Hairline cracks present.
They are judged acceptable.
Enter the equipment class name from EPRI 1025286, Appendix1 B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix1 B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-236 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class1 12Equipment Description STARTING AIR COMPRESSOR  
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-236 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR  
#225. Is the anchorage configuration consistent with plant documentation?
#22 5. Is the anchorage configuration consistent with plant documentation?
YN NEIl UI N/AD(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YN NEIl UI N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Matches SQUG (SEWS). 4 Clip angles welded to top plate which isanchor bolted into the concrete pedestal.
Matches SQUG (SEWS). 4 Clip angles welded to top plate which is anchor bolted into the concrete pedestal.6. Based on the above anchorage evaluations, is the anchorage free of YIZ NDI uD--potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NDI uD--potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment or structures.
Yes soft targets are free from impact by nearby equipment orstructures.
YZ NDI UD- 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?
YZ NDI UD- N/AD8. Are overhead equipment, distribution  
Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: systems, ceiling tiles and lighting, YN NDI UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YIZ ND-I UD- N/AD--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YjZ 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-12-00037, Rev. 0, Page C-237 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YM NFh ULI Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR  
Yes overhead equipment, distribution  
#22 Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could N[:I U-l adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YIZ ND-I UD- N/AD--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YjZ 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-12-00037, Rev. 0, Page C-237 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YM NFh ULISeismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class1 12Equipment Description STARTING AIR COMPRESSOR  
Yes we have looked for and found no other seismic conditions that could adversely affect the safely functions of the equipment.
#22Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could N[:I U-ladversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safely functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-H1-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-1461, Rev 10, Diesel generator building concrete foundation plan.AWC-011o/~ CXQAiEvaluated by: Nick CrisoellDate: 10-16-2012 VumnStephen Yuan-;&#xfd; &#xfd;&#xfd; &#xfd; -0) K%--10-16-2012 10-16-2012 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-238 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMSheet 4 of 4 IP2Status: YZ NO] U[]Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class1 12Equipment Descrption STARTING AIR COMPRESSOR  
9321-H1-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-1461, Rev 10, Diesel generator building concrete foundation plan.AWC-011 o/~ CXQAi Evaluated by: Nick Crisoell Date: 10-16-2012Vumn Stephen Yuan-;&#xfd; &#xfd;&#xfd; &#xfd; -0) K%--10-16-2012 10-16-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-238 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YZ NO] U[]Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Descrption STARTING AIR COMPRESSOR  
#22Photooranhs Note: EDG Starting Air Compressor  
#22 Photooranhs Note: EDG Starting Air Compressor  
#22Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-239 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YZ ND UDSeismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class1 13Equipment Description 21 MACHINE GENERATOR SETLocation:
#22 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-239 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ ND UD Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET Location:
Bldg. CB Floor El. 33'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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 Rtem one of the 50% of SWEL items requiring such verification)?
Anchoraqe
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?
: 1. Is the anchorage configuration verification required (i.e., is the Rtem oneof the 50% of SWEL items requiring such verification)?
Y-- NO YO NEI U[-I N/AD-1 YO NEI U-- N/AE3 Surface corrosion on bolts and washers. Acceptable.
The anchorage configuration verification is not required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Concrete pedestal is chipped on south-west comer. Judged not seismicly significant.
: 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 surfaceoxidation?
Y-- NOYO NEI U[-I N/AD-1YO NEI U-- N/AE3Surface corrosion on bolts and washers.
Acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Concrete pedestal is chipped on south-west comer. Judged notseismicly significant.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YO NDl UD- N/ADEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-240 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN NO U-ISeismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class1 13Equipment Description 21 MACHINE GENERATOR SET5. Is the anchorage configuration consistent with plant documentation?
YO NDl UD- N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-240 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NO U-I Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET 5. Is the anchorage configuration consistent with plant documentation?
YEI N[I U[- N/AZ(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YEI N[I U[- 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.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NE] U E-potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NE] U E-potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes based on the above anchorage evaluations, the anchorage is freeof potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Brick wall south and block wall south-west for battery room 22 are seismiclly qualified by Computech report No. R547.01..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 uE- N/AE1 YM NEI UE-1 N/A Y[0 NEI U0 N/AEr YN NEI UE EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-241 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NF- Ur-I Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET Other Adverse Conditions
Brick wall south and block wall south-west for battery room 22 areseismiclly qualified by Computech report No. R547.01..
: 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 freeof 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 uE- N/AE1YM NEI UE-1 N/AY[0 NEI U0 N/AErYN NEI UEEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-241 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YN NF- Ur-ISeismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class1 13Equipment Description 21 MACHINE GENERATOR SETOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YjN N] U[--]adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YjN N] U[--]adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)
Some fluorescent bulbs need wire restraints in room. Floresent light south of equipment needs newbalast per taped on sign. This is not a seismic issue for this component as component is a hard targetbut is a seismic good housekeeping practice.
Some fluorescent bulbs need wire restraints in room. Floresent light south of equipment needs new balast per taped on sign. This is not a seismic issue for this component as component is a hard target but is a seismic good housekeeping practice.
CR IP2-2012-06120 tracks resolution of these issues.East side vent panel missing 2 of 10 cover bolts. Judged acceptable seismicly by walkdown team. CRIP2-2012-6134 tracks resolution of this issue.
CR IP2-2012-06120 tracks resolution of these issues.East side vent panel missing 2 of 10 cover bolts. Judged acceptable seismicly by walkdown team. CR IP2-2012-6134 tracks resolution of this issue.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38. Equipment arrangement control building.
9321-F-3052, Rev 38. Equipment arrangement control building.AWC-003 qvl&#xfd;g C/IZr Evaluated by: Nick Cnspell Date: 10-10-2012 10-10-2012 Stephen Yuan.L ---10-10-2012 Dan NuLa EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-242 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YZ N[-] Ui-Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET Photographs Note: 21MACHINE GENERATOR SET Note: 21MACHINE GENERATOR SET EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-243 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: Y[ NDI U-I Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET Location:
AWC-003qvl&#xfd;gC/IZrEvaluated by: Nick CnspellDate: 10-10-2012 10-10-2012 Stephen Yuan.L ---10-10-2012 Dan NuLaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-242 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 1P2Status: YZ N[-] Ui-Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class1 13Equipment Description 21 MACHINE GENERATOR SETPhotographs Note:21MACHINE GENERATOR SETNote:21MACHINE GENERATOR SETEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-243 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: Y[ NDI U-ISeismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class1 13Equipment Description 22 MACHINE GENERATOR SETLocation:
Bldg. CB Floor El. 33-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 33-0" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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 YOI NM of the 50% of SWEL items requiring such verification)?
Additional space is provided at the end of this checklist for documenting other comments.
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage
Y[ ND U[I 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 Y[] NDI Ur] N/AD-oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one YOI NMof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
No, the anchorage configuration verification is not required.
: 4. Is the anchorage free of visible cracks in the concrete near the Y] NDI UD 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.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-244 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YE NEI U[Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET 5. Is the anchorage configuration consistent with plant documentation?
Y[ ND U[I N/ADYes the anchorage is free of bent, broken, missing or loose hardware.
YEI NEI U[- N/A[E (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surface Y[] NDI Ur] N/AD-oxidation?
Not applicable since the anchorage configuration verification is not required.6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI U-I potentially adverse seismic conditions?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 4. Is the anchorage free of visible cracks in the concrete near the Y] NDI UD N/AD-]anchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-244 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YE NEI U[Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class1 13Equipment Description 22 MACHINE GENERATOR SET5. Is the anchorage configuration consistent with plant documentation?
Yes soft targets are free from impact by nearby equipment or structures.
YEI NEI U[- N/A[E(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Not applicable since the anchorage configuration verification is notrequired.
Cable tray support frame (over top of 22 MG SET) appears too close to the conduit west of the frame. The frame might interact with the conduit.Additionally the cable tray support frame does not appear to be seismically designed.
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI U-Ipotentially adverse seismic conditions?
License basis evaluation LB-01 determined that the cable tray support as well as the gap between the conduit and cable tray support was seismically adequate.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
CR IP2-2012-06498 was issued to hold the LBE. Refer to AWC-003 for area walk by. The concern is accepted.9. Do attached lines have adequate flexibility to avoid damage?Y0 NEI UID N/AD Y[ ND U-1 N/AD--YE NDI UD- N/AD1 Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-245 of 434 ATTACHMENT 9.6 -SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NIl UIZ-Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET 10. Based on the above seismic interaction evaluations, is equipment free YE N-I 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
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
: 11. Have you looked for and found no other seismic conditions that could YN NEI uEI adversely affect the safety functions of the equipment?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Cable tray support frame (over top of 22 MG SET) appears too close tothe conduit west of the frame. The frame might interact with the conduit.Additionally the cable tray support frame does not appear to beseismically designed.
License basis evaluation LB-01 determined thatthe cable tray support as well as the gap between the conduit and cabletray support was seismically adequate.
CR IP2-2012-06498 was issuedto hold the LBE. Refer to AWC-003 for area walk by. The concern isaccepted.
: 9. Do attached lines have adequate flexibility to avoid damage?Y0 NEI UID N/ADY[ ND U-1 N/AD--YE NDI UD- N/AD1Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-245 of 434ATTACHMENT 9.6 -SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YE NIl UIZ-Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class1 13Equipment Description 22 MACHINE GENERATOR SET10. Based on the above seismic interaction evaluations, is equipment free YE N-I U[-Iof 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 uEIadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:9321-F-30523, Rev 50. Equipment arrangement control building.
Drawings and AWC Drawings:9321-F-30523, Rev 50. Equipment arrangement control building.A WC-003)q&#xfd;11&#xfd;Evaluated by: Stephen Yuan Date: 10/10/2012 qu&#xfd;(;r eA"-0-U Nick Cdsnell 10/10/2012 10/10/2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-246 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YM NEI U-I Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET Photographs Note: 22 MACHINE GENERATOR SET Note: OVERHEAD CABLE TRAY SUPPORT EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-247 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NDI U[i1 Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class 1 14 Equipment Description TRANSFER SWITCH Location:
A WC-003)q&#xfd;11&#xfd;Evaluated by: Stephen YuanDate: 10/10/2012 qu&#xfd;(;reA"-0-UNick Cdsnell10/10/2012 10/10/2012 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-246 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YM NEI U-ISeismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class1 13Equipment Description 22 MACHINE GENERATOR SETPhotographs Note:22 MACHINE GENERATOR SETNote:OVERHEAD CABLE TRAY SUPPORTEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-247 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YZ NDI U[i1Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class1 14Equipment Description TRANSFER SWITCHLocation:
Bldg. CB Floor El. 15'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 15'-O" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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)?
Additional space is provided at the end of this checklist for documenting other comments.
YE NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Lock nuts connecting bottom unistrut to unistrut are not fully engaged with lock nut nylon. Acceptable as unistruts are welded together as called for on drawings.Cabinet door was opened and intemal components and anchorage of internal components were examined and judged acceptable.
Anchorage
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YE NEIThe anchorage configuration verification is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y9 NEI UiI N/AD YN NO LIU- N/Ai-'YD- ND- UD:- N/AN Anchorage is to structural steel not to concrete.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-248 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y] NDI UD-1 Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14 Equipment Description TRANSFER SWITCH 5. Is the anchorage configuration consistent with plant documentation?
Lock nuts connecting bottom unistrut to unistrut are not fully engagedwith lock nut nylon. Acceptable as unistruts are welded together ascalled for on drawings.
Y] ND UL- N/AD-I (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Cabinet door was opened and intemal components and anchorage ofinternal components were examined and judged acceptable.
Anchorage matches drawing 206651-9 6. Based on the above anchorage evaluations, is the anchorage free of Y[ ND UNl potentially adverse seismic conditions?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Y9 NEI UiI N/ADYN NO LIU- N/Ai-'YD- ND- UD:- N/ANAnchorage is to structural steel not to concrete.
Yes soft targets are free from impact by nearby equipment or structures.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YN NDI UD] N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YIC NDI UD N/ADl and masonry block walls not likely to collapse onto the equipment?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-248 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: Y] NDI UD-1Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14Equipment Description TRANSFER SWITCH5. Is the anchorage configuration consistent with plant documentation?
Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Y] ND UL- N/AD-I(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NDl UDl N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YEZ 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-12-00037, Rev. 0, Page C-249 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NO UL-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14 Equipment Description TRANSFER SWITCH Other Adverse Conditions
Anchorage matches drawing 206651-96. Based on the above anchorage evaluations, is the anchorage free of Y[ ND UNlpotentially adverse seismic conditions?
: 11. Have you looked for and found no other seismic conditions that could Y[ NI Ui'l adversely affect the safety functions of the equipment?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YN NDI UD] N/ADl8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YIC NDI UD N/ADland 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 NDl UDl N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YEZ 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-12-00037, Rev. 0, Page C-249 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YN NO UL-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14Equipment Description TRANSFER SWITCHOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ NI Ui'ladversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:  
Drawings and AWC Drawings:
: A206651, Rev 9, Conduit layout control building elevation 15' and 33'A WC-002qu&#xfd;49r61614&#xfd;&#xfd;Evaluated by: Nick CrispellDate: 10-9-2012 10-9-2012 Stenhen Yu....nStenhen YuanDan Nuta10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-250 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YN NEI] Ur-lSeismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDD1 Equip. Class1 14Equipment Description TRANSFER SWITCHPhotographs Note: Transferswitch Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-251 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YN NEI UIuSeismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class1 14Equipment Description TRANSFER SWITCHLocation:
A206651, Rev 9, Conduit layout control building elevation 15' and 33'A WC-002 qu&#xfd;49 r 61614&#xfd;&#xfd;Evaluated by: Nick Crispell Date: 10-9-2012 10-9-2012 Stenhen Yu....n Stenhen Yuan Dan Nuta 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-250 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NEI] Ur-l Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDD1 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Photographs Note: Transferswitch Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-251 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YN NEI UIu Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Location:
Bldg. CB Floor El. 15'-O" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. CB 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
Additional space is provided at the end of this checklist for documenting other comments.Anchorapge
Anchorapge
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YZ NEI The anchorage configuration venfication is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Cabinet door opened. Internals where examined and judged to be adequately anchored.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
YZ NEIThe anchorage configuration venfication is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Cabinet door opened. Internals where examined and judged to beadequately anchored.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YN N-] ULI N/A[Y[ NEI uEI N/A-Minor surface corrosion acceptable.
YN N-] ULI N/A[Y[ NEI uEI N/A-Minor surface corrosion acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 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.
YZ NO U'- N/AD7EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-252 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YZ NO UD-1Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class1 14Equipment Description TRANSFER SWITCH5. Is the anchorage configuration consistent with plant documentation?
YZ NO U'- N/AD7 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-252 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YZ NO UD-1 Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH 5. Is the anchorage configuration consistent with plant documentation?
YN Nil U[-I N/ALi(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YN Nil U[-I N/ALi (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage matches drawing 206646.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEIl uilpotentially adverse seismic conditions?
Anchorage matches drawing 206646.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEIl uil potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YZ NEI UOl N/AI-8. Are overhead equipment, distribution  
YZ NEI UOl N/AI-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, NO ULi N/ADl and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, NO ULi N/ADland masonry block walls not likely to collapse onto the equipment?
Masonry wall is seismically qualified by computech report R547.01 per SQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YIN NE] U-] N/AiL Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-253 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN Nil U-I Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class' 14 Equipment Description TRANSFER SWITCH Other Adverse Conditions
Masonry wall is seismically qualified by computech report R547.01 perSQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YIN NE] U-] N/AiLYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NI- U[-Iof 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-12-00037, Rev. 0, Page C-253 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: YN Nil U-ISeismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class' 14Equipment Description TRANSFER SWITCHOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[E NEI U[-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could Y[E NEI U[-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:  
Drawings and AWC Drawings:
: A206646, Rev 20, Conduit layout control building, elevation 15'-0"AWC-002Ll k4V6 exk&VuEvaluated by: Nick CrisoellDate: 10-9-2012 10-9-2012 Stephen YuanV~NL~Dan Nuta10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-254 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 1P2Status: YN NO] UliSeismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class1 14Equipment Description TRANSFER SWITCHPhotographs Note: -Transfer SwitchNote:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-255 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YE] NEI UNSeismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class1 14Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCHLocation:
A206646, Rev 20, Conduit layout control building, elevation 15'-0" AWC-002 Ll k4V6 exk&Vu Evaluated by: Nick Crisoell Date: 10-9-2012 10-9-2012 Stephen Yuan V~NL~Dan Nuta 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-254 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NO] Uli Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Photographs Note: -Transfer Switch Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-255 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE] NEI UN Seismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Location:
Bldg. CB Floor El. 33'-Q" Room, AreaManufacturer, Model,. Etc. (optional but recommended)
Bldg. CB Floor El. 33'-Q" 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Cabinet shall be opened to inspect attachment of internal components to the cabinet. Cabinet can not be opened when powered.Anchorage external to cabinet checked and found to be free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one YE] NZof the 50% of SWEL items requiring such verification)?
External anchorage is free of corrosion that is more than mild surface oxidation.
No, the anchorage configuration verification is not required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?External anchorage is free of significant visible cracks in the masonry wall near the anchors.YE[ NEI UZ N/A[]YM Nn UE] N/A[]YM NEI uE] N/AE3 1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-256 of 434 ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YOI NO UN Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH 5. Is the anchorage configuration consistent with plant documentation?
Cabinet shall be opened to inspect attachment of internal components to the cabinet.
Y[I NE] U-- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Cabinet can not be opened when powered.Anchorage external to cabinet checked and found to be free of bent,broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
External anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?External anchorage is free of significant visible cracks in the masonrywall near the anchors.YE[ NEI UZ N/A[]YM Nn UE] N/A[]YM NEI uE] N/AE31 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-256 of 434ATTACHMENT 9.6Sheet 2 of 4SEISMIC WALKDOWN CHECKLIST FORMIP2Status: YOI NO UNSeismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class1 14Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH5. Is the anchorage configuration consistent with plant documentation?
Y[I NE] U-- N/AZ(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
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[E] NE] UZpotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[E] NE] UZ potentially adverse seismic conditions?
Cabinet need to be opened to inspect attachment of internalcomponents to the cabinet.
Cabinet need to be opened to inspect attachment of internal components to the cabinet. Cabinet can not be opened when powered.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Cabinet can not be opened when powered.Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment or structures..
Yes soft targets are free from impact by nearby equipment orstructures..
YN NE] UE] NIAE1 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NE] UE] N/AE]and masonry block walls not likely to collapse onto the equipment?
YN NE] UE] NIAE18. Are overhead equipment, distribution  
Block wall is seismiclly qualified by Computech report No. R54 7.01.Fluorescent bulbs need to be secured to fixtures with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture. It is judged the hard target inverter will remain operable if the florescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI U[E] N/AE Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NE] UE]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-12-00037, Rev. 0, Page C-257 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YO NIO UE Seismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Other Adverse Conditions
: systems, ceiling tiles and lighting, YZ NE] UE] N/AE]and masonry block walls not likely to collapse onto the equipment?
: 11. Have you looked for and found no other seismic conditions that could YE NE] U-I adversely affect the safety functions of the equipment?
Block wall is seismiclly qualified by Computech report No. R54 7.01.Fluorescent bulbs need to be secured to fixtures with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture.
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Itis judged the hard target inverter will remain operable if the florescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI U[E] N/AEYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NE] UE]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-12-00037, Rev. 0, Page C-257 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YO NIO UESeismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class1 14Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCHOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NE] U-Iadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and A WCDrawings:  
Drawings and A WC Drawings:
: A206648, Rev 46, Conduit layout Control building, elev. 33' plan west halfAWC-004)&#xfd;q&#xfd;Evaluated by: Stephen YuanDate: 10/11/12qlll&#xfd;Nick Cnisnell10/11/12EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-258 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 1P2Status: YE] NR UOSeismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class1 14Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCHPhotographs Note:STATIC INV #23 MANUAL BY-PASS SWITCHNote:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-259 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 1P2Status: YN NEI ULISeismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class1 15Equipment Description BATTERY BANKLocation:
A206648, Rev 46, Conduit layout Control building, elev. 33' plan west half AWC-004)&#xfd;q&#xfd;Evaluated by: Stephen Yuan Date: 10/11/12 qlll&#xfd;Nick Cnisnell 10/11/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-258 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YE] NR UO Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Photographs Note: STATIC INV #23 MANUAL BY-PASS SWITCH Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-259 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YN NEI ULI Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Location:
Bldg. CB Floor El. 33-0" Room, Area 21 Battery RoomManufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 33-0" Room, Area 21 Battery 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
Add itional space is provided at the end of this checklist for documenting other comments.
Add itional 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)?
Anchorage
Y[- NZ 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Y[- NZThe anchorage configuration verification is not required.
4, Is the anchorage free of visible cracks in the concrete near the anchors?YM NE] ULI N/A-'Y; NEI Ui- N/ArD YER NEI UD N/ArT 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.
2, Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-260 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y[ NEIl UMI Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
Yr-] NEI UL- N/AM (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
3, Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
4, Is the anchorage free of visible cracks in the concrete near theanchors?YM NE] ULI N/A-'Y; NEI Ui- N/ArDYER NEI UD N/ArTYes the anchorage is free of visible cracks in the concrete near theanchors.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-260 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: Y[ NEIl UMISeismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class1 15Equipment Description BATTERY BANK5. Is the anchorage configuration consistent with plant documentation?
Yr-] NEI UL- N/AM(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
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[ NEIl U-Ipotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEIl U-I potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Block wall is seismiclly qualified by Computech report No. R547.01.8. Are overhead equipment, distribution  
Block wall is seismiclly qualified by Computech report No. R547.01.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb to fixture for good seismic housekeeping.
CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb tofixture for good seismic housekeeping.
This is judged as a non seismic issue as bulbs falling would not render the hard target batteries inoperable.
This is judged as a non seismicissue as bulbs falling would not render the hard target batteries inoperable.
: 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.YM NO UW N/A[YE NEI uW- N/Al YN NWI u- N/A[--]YM NEI' U EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-261 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YN NI-- UI-Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions
: 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 freeof potentially adverse seismic interaction effects?Yes based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YM NO UW N/A[YE NEI uW- N/AlYN NWI u- N/A[--]YM NEI' UEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-261 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YN NI-- UI-Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class1 15Equipment Description BATTERY BANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI Uil adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN NEI Uiladversely 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.
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38. Equipment arrangement control room.AWC-006)&#xfd;&#xfd; t&#xfd;Evaluated by: Stephen YuanDate: 10/10/126Ai~6f2, CX&QAINick Cisoell10/10/1210/10/102 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-262 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class1 15Equipment Description BATTERY BANKPhotographs Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-263 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YM NEI U-LSeismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class1 15Equipment Description BATTERY BANKLocation:
9321-F-3052, Rev 38. Equipment arrangement control room.AWC-006)&#xfd;&#xfd; t&#xfd;Evaluated by: Stephen Yuan Date: 10/10/12 6 Ai~6f2, CX&QAI Nick Cisoell 10/10/12 10/10/102 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-262 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-263 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YM NEI U-L Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Location:
Bldg. CB Floor El. 33'-O" Room, Area 22 Battery RoomManufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 33'-O" Room, Area 22 Battery 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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- NE of the 50% of SWEL items requiring such verification)?
Anchorage
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
: 1. Is the anchorage configuration verification required (i.e., is the item one YL- NEof the 50% of SWEL items requiring such verification)?
YZ NEI U[i: N/AFIJ 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 YZ N[i urI N/A[-oxidation?
No, the anchorage configuration verification is not required.
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 4. Is the anchorage free of visible cracks in the concrete near the YE! NEI UI- N/All 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.
YZ NEI U[i: N/AFIJYes the anchorage is free of bent, broken, missing or loose hardware.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-264 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NEI UrFl Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surface YZ N[i urI N/A[-oxidation?
YEI NEI U0 N/A[Z (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the YE! NEI UI- N/Allanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-264 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN NEI UrFlSeismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class1 15Equipment Description BATTERY BANK5. Is the anchorage configuration consistent with plant documentation?
YEI NEI U0 N/A[Z(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI U0-potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI U0-potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?.
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?.
Fluorescent bulbs need to be secured with wires. CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb to fixture. It is judged the batteries (hard target) would remain operable if the fluorescent bulbs fall.Block wall is seismically qualified by Computech report No. R547.01.9. 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[ NEI UE- N/AD]YX NE] uE] N/AE]YZ NEI uEr N/AE]YN NE] uEl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-265 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YN NEI uFi-Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions
Fluorescent bulbs need to be secured with wires. CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb to fixture.
It is judgedthe batteries (hard target) would remain operable if the fluorescent bulbs fall.Block wall is seismically qualified by Computech report No. R547.01.9. 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 freeof 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 UE- N/AD]YX NE] uE] N/AE]YZ NEI uEr N/AE]YN NE] uElEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-265 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YN NEI uFi-Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class1 15Equipment Description BATTERY BANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI Ur]adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN NEI Ur]adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)
Loose steel member (12" long) found under the battery rack. CR IP2-2012-06510 tracks resolution This is a non-seismic issue.
Loose steel member (12" long) found under the battery rack. CR IP2-2012-06510 tracks resolution This is a non-seismic issue.
Line 623: Line 480:
==References:==
==References:==


Drawings and A WCDrawings:
Drawings and A WC Drawings:
9321-F-3052, Rev 38, Equipment arrangement control building.
9321-F-3052, Rev 38, Equipment arrangement control building.A WC-005&#xfd;A&#xfd;Evaluated by: Stephen Yuan Date: 10/1012012 Nick Crisnell 10/10/2012 10/10/2012 D Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-266 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ NF-] UD--Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs No photo due to restriction of EN-DC-217 Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-267 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: Y[ NO- UE-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK Location:
A WC-005&#xfd;A&#xfd;Evaluated by: Stephen YuanDate: 10/1012012 Nick Crisnell10/10/2012 10/10/2012 D NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-266 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YZ NF-] UD--Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class1 15Equipment Description BATTERY BANKPhotographs No photo due to restriction of EN-DC-217 Note:Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-267 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: Y[ NO- UE-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class1 15Equipment Description BATTERY BANKLocation:
Bldg. CB Floor El. 33'-0" Room,Area BATTERY ROOM 23 Manufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 33'-0" Room,Area BATTERY ROOM 23Manufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Additional space is provided at the end of this checklist for documenting other comments.Anchoracie
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 YIE NE]of the 50% of SWEL items requiring such verification)?
: 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.
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?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Yes the anchorage is free of bent, broken, missing or loose hardware.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Floor coated. No visible concrete cracks observed.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Y[ NEI U0- N/AE--YE NEI U" N/A-'YE NEI UEi N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-268 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YN NEI Ur-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
YO NDI u[l N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Floor coated. No visible concrete cracks observed.
Anchorage matches drawing M-10398, M-10397, TMC53813, and SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UE-potentially adverse seismic conditions?
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Y[ NEI U0- N/AE--YE NEI U" N/A-'YE NEI UEi N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-268 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YN NEI Ur-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class1 15Equipment Description BATTERY BANK5. Is the anchorage configuration consistent with plant documentation?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YO NDI u[l N/AD-(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Yes soft targets are free from impact by nearby equipment or structures.
Anchorage matches drawing M-10398, M-10397,  
YZ NEI U-I N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI UD- N/ADl and masonry block walls not likely to collapse onto the equipment?
: TMC53813, andSQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UE-potentially adverse seismic conditions?
Block walls of concem are qualified by SQUG (SEWS).9. Do attached lines have adequate flexibility to avoid damage?Yes attached lines have adequate flexibility to avoid damage.YM NEI u-- N/A--10. Based on the above seismic interaction evaluations, is equipment free YIN NDI u[-D 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-12-00037, Rev. 0, Page C-269 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NEI Ui-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YZ NEI U-I N/AD8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YZ NDI UD- N/ADland masonry block walls not likely to collapse onto the equipment?
Block walls of concem are qualified by SQUG (SEWS).9. Do attached lines have adequate flexibility to avoid damage?Yes attached lines have adequate flexibility to avoid damage.YM NEI u-- N/A--10. Based on the above seismic interaction evaluations, is equipment free YIN NDI u[-Dof 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-12-00037, Rev. 0, Page C-269 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: YZ NEI Ui-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class1 15Equipment Description BATTERY BANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[Z N[-] UD-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could Y[Z N[-] UD-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)
One overhead light is burnt out This is a non-seismic issue. CR IP2-2012-06510 issued to resolve.
One overhead light is burnt out This is a non-seismic issue. CR IP2-2012-06510 issued to resolve.
Line 655: Line 504:
==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38, Equipment arrangement control building.
9321-F-3052, Rev 38, Equipment arrangement control building.AWC-015 Evaluated by: Nick Crispell C26~e~~u V~L~Date: 10-17-2012 10-17-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-270 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y2 NEil U-I Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERYBANK Photographs Note: Battery rack 23 looking south-east.
AWC-015Evaluated by: Nick CrispellC26~e~~uV~L~Date: 10-17-2012 10-17-2012 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-270 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: Y2 NEil U-ISeismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class1 15Equipment Description BATTERYBANK Photographs Note: Battery rack 23 looking south-east.
Note: Battery rack 23 looking south-west.
Note: Battery rack 23 looking south-west.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-271 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5IP2Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23Equipment Description BATTERYBANK Status: YE Nr- UrEquip. Class115Typical baseplate and anchor bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-272 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YN NEIl U[-Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class1 15Equipment Description BATTERYBANK Location:
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-271 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equipment Description BATTERYBANK Status: YE Nr- Ur Equip. Class 1 15 Typical baseplate and anchor bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-272 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NEIl U[-Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class 1 15 Equipment Description BATTERYBANK Location:
Bldg. CB Floor El. 33'-0" Room, Area 24 Battery RoomManufacturer, Model, Etc. (optional but recommended)
Bldg. CB Floor El. 33'-0" Room, Area 24 Battery 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
YOI N 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YOI NNo, the anchorage configuration verification is not required.
: 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.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
YZ NEI U[- N/AI YO NEI U-I N/AZ-YO Nil UE1 N/A[--I EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-273 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YN NDl UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Ec Equipment Description BATTERY BANK 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 is free of bent, broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YZ NEI U[- N/AIYO NEI U-I N/AZ-YO Nil UE1 N/A[--IEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-273 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 1P2Status: YN NDl UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 EcEquipment Description BATTERY BANK5. Is the anchorage configuration consistent with plant documentation?
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
: 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 isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
luip. Class1 15YrI NDI UD-] N/A[YIZ NEI uI-Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
luip. Class 1 15 YrI NDI UD-] N/A[YIZ NEI uI-Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YZ NEI U-- N/A[D]Block wall is seismically qualified by Computech report No. R547.01.There is a 1 Y" gap between block and a perpendicular block wall. Thegap was judged large enough to prevent seismic pounding of the twowalls by the walk down team.8. Are overhead equipment, distribution  
YZ NEI U-- N/A[D]Block wall is seismically qualified by Computech report No. R547.01.There is a 1 Y" gap between block and a perpendicular block wall. The gap was judged large enough to prevent seismic pounding of the two walls by the walk down team.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?
: systems, ceiling tiles and lighting, YN NDI UD- N/AD-and masonry block walls not likely to collapse onto the equipment?
One light is out. This is not a seismic concern. CR IP2-2012-06351 issued for tracking purposes.9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YIE 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-12-00037, Rev. 0, Page C-274 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NE- UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. ClassI 15 Equipment Description BATTERY BANK Other Adverse Conditions
One light is out. This is not a seismic concern.
: 11. Have you looked for and found no other seismic conditions that could YIE NOi U[D adversely affect the safety functions of the equipment?
CR IP2-2012-06351 issued for tracking purposes.
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YIE 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-12-00037, Rev. 0, Page C-274 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: Y[ NE- UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. ClassI 15Equipment Description BATTERY BANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YIE NOi U[Dadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:  
Drawings and AWC Drawings:
: A206640, Rev 10, Arrangement of equipment in cable spread room elevation 33'-0"AWC-016Evaluated by: Stephen YuanDate: 10/10/2012 Nick Crisoell10/10/2012 Dra.os Nut.10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-275 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YE NO UDlSeismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class1 15Equipment Description BATTERY BANKPhotographs No photo due to restriction of EN-DC-217 Note:Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-276 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 5 IP2Status: YFI- NEi UNSeismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class1 16Equipment Description BATTERY CHARGER 21Location:
A206640, Rev 10, Arrangement of equipment in cable spread room elevation 33'-0" AWC-016 Evaluated by: Stephen Yuan Date: 10/10/2012 Nick Crisoell 10/10/2012 Dra.os Nut.10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-275 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NO UDl Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs No photo due to restriction of EN-DC-217 Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-276 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 IP2 Status: YFI- NEi UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 Location:
Bldg. CB Floor El. 33-O" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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 NO of the 50% of SWEL items requiring such verification)?
Anchorage
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?
: 1. Is the anchorage configuration verification required (i.e., is the item one YN NOof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Yes the anchorage configuration verification is required.
: 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 NE- UE[ N/AE]YE N[E] UE[ N/AE[Y[D N[E] uE[ N/AE[1 Enter the equipment class name from EPRJ 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-277 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YEI NM-] UM Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
YI NEI UI- N/Afl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Anchorage matches drawing 01 1D13800.6. Based on the above anchorage evaluations, is the anchorage free of YE Nil ULi potentially adverse seismic conditions?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.YE NE- UE[ N/AE]YE N[E] UE[ N/AE[Y[D N[E] uE[ N/AE[1 Enter the equipment class name from EPRJ 1025286, Appendix B: Classes of Equipment.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-277 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YEI NM-] UMSeismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class1 16Equipment Description BATTERY CHARGER 215. Is the anchorage configuration consistent with plant documentation?
Y-I NE UI- N/Afl Gap between the cabinet and adjacent frame west of the cabinet is 0. 5". This seismic seperation requires analysis to determine adequacy.LB-08 was performed to resolve.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NI ULi N/AZ and masonry block walls not likely to collapse onto the equipment?
YI NEI UI- N/Afl(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Floresent bulbs overhead are unsecured and could fall out of the light fixture. Hard target cabinet will protect internals from damage. Judged acceptable.
Anchorage matches drawing 01 1D13800.6. Based on the above anchorage evaluations, is the anchorage free of YE Nil ULipotentially adverse seismic conditions?
CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture for good seismic housekeeping.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Masonry block wall is seismically qualified by Computech Report no.R547. 01 as discussed in SQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YE NEI ULi N/AEl Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-278 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[I NEI UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 10. Based on the above seismic interaction evaluations, is equipment free Y[I- NI] UN of potentially adverse seismic interaction effects?Internals of cabinet could not be examined at time of inspection per OPS personnel as cabinet was active.Other Adverse Conditions
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Y-I NE UI- N/AflGap between the cabinet and adjacent frame west of the cabinet is0. 5". This seismic seperation requires analysis to determine adequacy.
LB-08 was performed to resolve.8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YE NI ULi N/AZand masonry block walls not likely to collapse onto the equipment?
Floresent bulbs overhead are unsecured and could fall out of the lightfixture.
Hard target cabinet will protect internals from damage. Judgedacceptable.
CR IP2-2012-06120 tracks installation of wires to tieflorescent bulb to fixture for good seismic housekeeping.
Masonry block wall is seismically qualified by Computech Report no.R547. 01 as discussed in SQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YE NEI ULi N/AElYes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-278 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: Y[I NEI UNSeismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class1 16Equipment Description BATTERY CHARGER 2110. Based on the above seismic interaction evaluations, is equipment free Y[I- NI] UNof potentially adverse seismic interaction effects?Internals of cabinet could not be examined at time of inspection perOPS personnel as cabinet was active.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?
: 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 thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:  
Drawings and AWC Drawings:
: A206640, Rev 10. Arrangement of equipment in cable spreading room, elev. 33'0110D13800, Rev 7. Outline for the battery charger 22,24,21 and 23.AWC-004&#xfd;A &#xfd;Evaluated by: Stephen YuanDate: 10/11/2012 qlh:(&#xfd;gNick Crisnell10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-279 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YE] Nr-n UNSeismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class1 16Equipment Description BATTERY CHARGER 21Photographs Note: Battery charger 21EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-280 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5IP2Status: YOI NOI UZEquip. Class116Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19Equipment Description BATTERY CHARGER 217 -M,,uEKTEN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-281 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 lP2Status: YO NO UNSeismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class' 16Equipment Description BATTERY CHARGER 24Location:
A206640, Rev 10. Arrangement of equipment in cable spreading room, elev. 33'0110D13800, Rev 7. Outline for the battery charger 22,24,21 and 23.AWC-004&#xfd;A &#xfd;Evaluated by: Stephen Yuan Date: 10/11/2012 qlh:(&#xfd;g Nick Crisnell 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-279 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YE] Nr-n UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 Photographs Note: Battery charger 21 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-280 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: YOI NOI UZ Equip. Class 1 16 Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equipment Description BATTERY CHARGER 21 7 -M ,,uEKT EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-281 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 lP2 Status: YO NO UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class' 16 Equipment Description BATTERY CHARGER 24 Location:
Bldg. CB Floor El. 33-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Anchorage of cabinet to concrete floor is external to cabinet and was inspected.
Yes the anchorage configuration verification is required.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Anchorage of internal components to cabinet could not be inspected asoperations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Y NOl YE-- NEJ UZ N/AE]YE NEI UEi N/AEI Y[ Nil U- N/AE]Yes, the anchorage is free of visible cracks in the concrete near the anchor.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Anchorage of cabinet to concrete floor is external to cabinet and wasinspected.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-282 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of4 4P2 Status: Y'-I NEI UZ Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YZ NDI ULI N/AEI (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Y NOlYE-- NEJ UZ N/AE]YE NEI UEi N/AEIY[ Nil U- N/AE]Yes, the anchorage is free of visible cracks in the concrete near theanchor.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-282 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of4 4P2Status: Y'-I NEI UZSeismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class1 16Equipment Description BATTERY CHARGER 245. Is the anchorage configuration consistent with plant documentation?
YZ NDI ULI N/AEI(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
One Hilti anchor bolt is 3/8" diameter not 2 per DWG 01ID13800-7.
One Hilti anchor bolt is 3/8" diameter not 2 per DWG 01ID13800-7.
Smaller anchor bolt was documented by SQUG (SEWS) and is therforeseismically acceptable.
Smaller anchor bolt was documented by SQUG (SEWS) and is therfore seismically acceptable.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDT UD]potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDT UD]potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Masonry wall is qualified by computech report no. R547.9. 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[ NEI UD- N/AED YZ N[:] u-- N/AD1 YN ND- UD-- N/AD YE NEIUD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-283 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YEI NEII UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 Other Adverse Conditions
Masonry wall is qualified by computech report no. R547.9. 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 freeof 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- N/AEDYZ N[:] u-- N/AD1YN ND- UD-- N/ADYE NEIUDEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-283 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YEI NEII UNSeismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class1 16Equipment Description BATTERY CHARGER 24Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN N[I- U[I]adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN N[I- U[I]adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:01  
Drawings and AWC Drawings:01 ID13800, Rev 7, Outline for battery charger 22,24,21 & 23 A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004 A-vl&#xfd;Evaluated by: Stephen Yuan Date: 10/11/2012 ql3\p or At;L,* el,4&#xfd; 11~l 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-284 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YEr- NR] UE Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 Photographs Note: 3/8" anchor on north-west comer Note: North-east comer EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-285 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y--I NE] UE Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAl Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #21 Location:
: ID13800, Rev 7, Outline for battery charger 22,24,21  
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
& 23A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004A-vl&#xfd;Evaluated by: Stephen YuanDate: 10/11/2012 ql3\porAt;L,* el,4&#xfd; 11~l10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-284 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YEr- NR] UESeismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class1 16Equipment Description BATTERY CHARGER 24Photographs Note: 3/8" anchor on north-west comerNote: North-east comerEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-285 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: Y--I NE] UESeismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAl Equip. Class' 16Equipment Description 10 KVA STATIC INVERTER  
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.
#21Location:
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)?
Bldg. CB Floor El. 33'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
YE Ni Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Anchorage of cabinet to concrete floor is external to cabinet and was inspected.
Additional space is provided at the end of this checklist for documenting other comments.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
: 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 NiYes the anchorage configuration verification is required.
YO NO UE N/AEI YE NO U- N/AEl YE NEI ULI N/AEI EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-286 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YiOI NO UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Eq Equipment Description 10 KVA STATIC INVERTER #21 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.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage matches description provided in SQUG (SEWS) and DWG 011D13800-7.
Anchorage of internal components to cabinet could not be inspected asoperations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Anchorage of cabinet to concrete floor is external to cabinet and wasinspected.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
luip. Class' 16 YN NEI ULI N/A[D YN NEI UL Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes soft targets are free from impact by nearby equipment or structures.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE N- U[l] N/A[l 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE ND UOI N/AD and masonry block walls not likely to collapse onto the equipment?
YO NO UE N/AEIYE NO U- N/AElYE NEI ULI N/AEIEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-286 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YiOI NO UNSeismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI EqEquipment Description 10 KVA STATIC INVERTER  
Masonry wall qualified by computech report no. R54 7.01 per SQUG (SEWS).9. Do attached lines have adequate flexibility to avoid damage? YE Ni U[iJ N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NO 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-287 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YDI NEI UE Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #21 Other Adverse Conditions
#215. Is the anchorage configuration consistent with plant documentation?
: 11. Have you looked for and found no other seismic conditions that could YE Nl U[IJ adversely affect the safety functions of the equipment?
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Anchorage matches description provided in SQUG (SEWS) andDWG 011D13800-7.
: 6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
luip. Class' 16YN NEI ULI N/A[DYN NEI ULInteraction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YE N- U[l] N/A[l8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YE ND UOI N/ADand masonry block walls not likely to collapse onto the equipment?
Masonry wall qualified by computech report no. R54 7.01 per SQUG(SEWS).9. Do attached lines have adequate flexibility to avoid damage? YE Ni U[iJ N/ADYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NO ULiof 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-12-00037, Rev. 0, Page C-287 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YDI NEI UESeismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class' 16Equipment Description 10 KVA STATIC INVERTER  
#21Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE Nl U[IJadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:  
Drawings and AWC Drawings:
: A206640, Rev 10, arrangement of equipment in cable spreading room elev. 33'.AWC-004qu&#xfd;49c3iqauEvaluated by: Nick CrispellDate: 10/11/2012 Steohen Yuan10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-288 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YEI NEI UNSeismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Equip. Class1 16Equipment Description 10 KVA STATIC INVERTER  
A206640, Rev 10, arrangement of equipment in cable spreading room elev. 33'.AWC-004 qu&#xfd;49 c3iqau Evaluated by: Nick Crispell Date: 10/11/2012 Steohen Yuan 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-288 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YEI NEI UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #21 Photographs Note: Cat)IlIML Note: North west anchor EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-289 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Shoot 5 of 5 IP2 Status: YEr NM] UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #21 Note: South-west anchor Note: East anchors EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-290 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YI-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #23 Location:
#21Photographs Note: Cat)IlIMLNote: North west anchorEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-289 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMShoot 5 of 5 IP2Status: YEr NM] UNSeismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class1 16Equipment Description 10 KVA STATIC INVERTER  
Bldg. CB Floor El. 33'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
#21Note: South-west anchorNote: East anchorsEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-290 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YI-- NEI UNSeismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class' 16Equipment Description 10 KVA STATIC INVERTER  
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.
#23Location:
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)?
Bldg. CB Floor El. 33'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Y[I NO The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet to be powered down and opened for internal inspection.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Anchorage of cabinet to concrete floor is extemal to cabinet and was inspected.
Additional space is provided at the end of this checklist for documenting other comments.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
: 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[I NOThe anchorage configuration verification is not required.
YEI NEI U[ N/All Y[ N I U[-I N/AEI YO NDi U-I N/A[I EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-291 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YLI NIh UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 5. Is the anchorage configuration consistent with plant documentation?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Y[- NEI Ui- N/AE (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage of internal components to cabinet could not be inspected asoperations is not allowed to open cabinet when cabinet is powered.Cabinet to be powered down and opened for internal inspection.
Anchorage of cabinet to concrete floor is extemal to cabinet and wasinspected.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YEI NEI U[ N/AllY[ N I U[-I N/AEIYO NDi U-I N/A[IEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-291 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YLI NIh UNSeismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class1 16Equipment Description 10 KVA STATIC INVERTER  
#235. Is the anchorage configuration consistent with plant documentation?
Y[- NEI Ui- N/AE(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
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?
: 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 isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YZ NEI U[-I N/AIIIYes soft targets are free from impact by nearby equipment orstructures.
YZ NEI U[-I N/AIII Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, .YO NEI ULi N/AE]and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting,  
Block wall is seismiclly qualified by Computech report No. R547.01.Fluorescent bulbs need to be secured to fixture with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture. It is judged the hard target inverter will remain operable if the fluorescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? YN No UFI N/AII Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NEI U[-i of potentially adverse seismic interaction effects?Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
.YO NEI ULi N/AE]and masonry block walls not likely to collapse onto the equipment?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-292 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YI-- NEIl UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 Other Adverse Conditions
Block wall is seismiclly qualified by Computech report No. R547.01.Fluorescent bulbs need to be secured to fixture with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture.
Itis judged the hard target inverter will remain operable if the fluorescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? YN No UFI N/AIIYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NEI U[-iof potentially adverse seismic interaction effects?Yes based on the above anchorage evaluations, the anchorage is freeof potentially adverse seismic conditions.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-292 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YI-- NEIl UNSeismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class1 16Equipment Description 10 KVA STATIC INVERTER  
#23Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE N[-] U[-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YE N[-] U[-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and A WCDrawings:  
Drawings and A WC Drawings:
: A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004qu&#xfd;-4, 9,Evaluated by: Nick CrispellDate: 10/11/2012 10/11/2012 Stephen YuanEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-293 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 1P2Status: YEf Nr] UNSeismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class1 16Equipment Description 10 KVA STATIC INVERTER  
A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004 qu&#xfd;-4, 9, Evaluated by: Nick Crispell Date: 10/11/2012 10/11/2012 Stephen Yuan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-293 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: YEf Nr] UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 Photographs Note: 10 KVA Static inverter #23 Note: Right side anchorage.
#23Photographs Note:10 KVA Static inverter  
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-294 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Shoot 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equipment Description 10 KVA STATIC INVERTER #23 1P2 Status: YE--L NO U[Equip. Class' 16 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-295 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE! NEI UE Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Location:
#23Note:Right side anchorage.
Bldg. EDG Floor El. 72-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-294 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMShoot 5 of 5Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8Equipment Description 10 KVA STATIC INVERTER  
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.
#231P2Status: YE--L NO U[Equip. Class' 16EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-295 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: YE! NEI UESeismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17Equipment Description DIESEL GENERATOR NO. 21Location:
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)?
Bldg. EDG Floor El. 72-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of components internal to cabinets attached to diesel where not examined.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Opening cabinets attached to EDG's needs to be schedueled for the next diesel generator outage. Internals are to be inspected when cabinets are opened.External anchorage was inspected and is acceptable.
Additional space is provided at the end of this checklist for documenting other comments.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Anchorage
YZ NEI YE- NEI UN N/AEl YE NEI UE- NIAE1 Minor surface rust. Accepable.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?A few minor hair like cracks. No significant structural cracks.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Yes the anchorage configuration verification is required.
YE NEI[ U[i N/All EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-296 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YEr NEI UZ Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 21 5. Is the anchorage configuration consistent with plant documentation?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Y[ N[-] U[III N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage of components internal to cabinets attached to diesel wherenot examined.
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ N[-] U0 potentially adverse seismic conditions?
Opening cabinets attached to EDG's needs to beschedueled for the next diesel generator outage. Internals are to beinspected when cabinets are opened.External anchorage was inspected and is acceptable.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YZ NEIYE- NEI UN N/AElYE NEI UE- NIAE1Minor surface rust. Accepable.
Y[ NE UE- N/AE Numerious tubes touch each other. Judged OK.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?A few minor hair like cracks. No significant structural cracks.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE NEI UI N/AEl Refer to A WC-01 1 for partition discussion.
YE NEI[ U[i N/AllEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-296 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YEr NEI UZSeismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 215. Is the anchorage configuration consistent with plant documentation?
: 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.YZ NEYUEi N/AE YZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-297 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YRll NEI UN Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Other Adverse Conditions
Y[ N[-] U[III N/AEl(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could YZ NEI U[I adversely affect the safety functions of the equipment?
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ N[-] U0potentially adverse seismic conditions?
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Y[ NE UE- N/AENumerious tubes touch each other. Judged OK.8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
YE NEI UI N/AElRefer to A WC-01 1 for partition discussion.
: 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 freeof potentially adverse seismic interaction effects?Yes based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YZ NEYUEi N/AEYZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-297 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: YRll NEI UNSeismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17Equipment Description DIESEL GENERATOR NO. 21Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEI U[Iadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)
West lower air filters bottom clip does not hold air filter in place. Air can by-pass filter Operations personnel fixed issue while inspection team was their. Operations CR IP2-2012-06238 issued fortrend tracking resolusion.
West lower air filters bottom clip does not hold air filter in place. Air can by-pass filter Operations personnel fixed issue while inspection team was their. Operations CR IP2-2012-06238 issued for trend tracking resolusion.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-H-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-18533 (A201351),
9321-H-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-18533 (A201351), Control and diesel generator buildings foundation plan and details.AWC-011 qv(A Evaluated by: Nick Crispell Date: 10/1512012 St~nh~n Ywin 10/15/2012 Stephen Yuan Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-298 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Photographs Note: DIESEL GENERATOR NO 21.Note: LOWER AIR FILTER NOT FULLY LATCHED.EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-299 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM I Sheet 5 of 5 IP2 Status: YEI NE&#xfd; UE Equip. Class 1 17 Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equipment Descrption DIESEL GENERATOR NO. 21 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-300 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 8 Status: Y[D Nr7 UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 22 Location:
Control and diesel generator buildings foundation plan anddetails.AWC-011qv(AEvaluated by: Nick CrispellDate: 10/1512012 St~nh~n Ywin10/15/2012 Stephen YuanDan Nuta10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-298 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YEI NEI UESeismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17Equipment Description DIESEL GENERATOR NO. 21Photographs Note:DIESEL GENERATOR NO 21.Note:LOWER AIR FILTER NOT FULLY LATCHED.EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-299 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FoRMISheet 5 of 5IP2Status: YEI NE&#xfd; UEEquip. Class117Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDGEquipment Descrption DIESEL GENERATOR NO. 21Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-300 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 8Status: Y[D Nr7 UNSeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class' 17Equipment Description DIESEL GENERATOR NO. 22Location:
Bldg. EDG Floor El. 72'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. EDG Floor El. 72'-O" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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)?
Additional space is provided at the end of this checklist for documenting other comments.
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of components internal to cabinets attached to diesel where not examined.
Anchoraqe
Opening cabinets attached to EDG's needs to be scheduled for the next diesel generator outage. Internals are to be inspected when cabinets are opened.Southwest of the EDG near the western post of the EDG exhaust pipe there is a base plate missing 1 of 4 anchor bolt nuts. This is judged seismically adequate as this base plate was abandoned from the old EDG exhaust pipe support and now a 4" pipe bears on but is not welded to the base plate.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YN NEI YO- NEI UN N/A[YE NrO u[:] N/A[]Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Yes the anchorage configuration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage of components internal to cabinets attached to diesel wherenot examined.
Opening cabinets attached to EDG's needs to bescheduled for the next diesel generator outage. Internals are to beinspected when cabinets are opened.Southwest of the EDG near the western post of the EDG exhaust pipethere is a base plate missing 1 of 4 anchor bolt nuts. This is judgedseismically adequate as this base plate was abandoned from the oldEDG exhaust pipe support and now a 4" pipe bears on but is notwelded to the base plate.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YN NEIYO- NEI UN N/A[YE NrO u[:] N/A[]Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-301 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 8Status: YEI NDI UNSeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 224. Is the anchorage free of visible cracks in the concrete near the Y-I NZ U[-] N/ADanchors?EDG Pedestal has some minor hair line cracks that are none structural.
EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-301 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 8 Status: YEI NDI UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 4. Is the anchorage free of visible cracks in the concrete near the Y-I NZ U[-] N/AD anchors?EDG Pedestal has some minor hair line cracks that are none structural.
They are not near the anchors.
They are not near the anchors. Acceptable.
Acceptable.
EDG exhaust pipe is supported on a post frame that also supports fuse panel for 22 Pre Lube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR. This support has damaged & missing grout under the eastern post base plate. LB-Il was issued to resolve.5. Is the anchorage configuration consistent with plant documentation?
EDG exhaust pipe is supported on a post frame that also supports fusepanel for 22 Pre Lube Pump, 22 Lube oil HTR, and 22 Jacket WaterHTR. This support has damaged & missing grout under the easternpost base plate. LB-Il was issued to resolve.5. Is the anchorage configuration consistent with plant documentation?
YN NEI ULIE N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
YN NEI ULIE N/AD(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NI- U[I potentially adverse seismic conditions?
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NI- U[Ipotentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
A lot of tubing, hoses, etc. touch each other. All occurences where judged acceptable.
A lot of tubing, hoses, etc. touch each other. All occurences wherejudged acceptable.
Some but not all of the occurences are noted below.-Fuel oil filter line DF-80 touches DF-78 on sooth west side of 22EDG.-EDG DLO 13-1 EDG 22 STRNR Vent Stop Valve tubing touches pipe to 22EDLOS.-EDG JWP-1-1 22EDG PS-I-I and PS-5-1 stop tubing touches pipe to FE-6469 on east side of 22EDG.-Line on west side of 22EDG to DLO-539 touches line to DF-107.Y[ ND- UD- N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-302 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 8 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI- U-I N/AEl and masonry block walls not likely to collapse onto the equipment?
Some but not all of the occurences are noted below.-Fuel oil filter line DF-80 touches DF-78 on sooth west side of 22EDG.-EDG DLO 13-1 EDG 22 STRNR Vent Stop Valve tubing touches pipeto 22EDLOS.-EDG JWP-1-1 22EDG PS-I-I and PS-5-1 stop tubing touches pipe toFE-6469 on east side of 22EDG.-Line on west side of 22EDG to DLO-539 touches line to DF-107.Y[ ND- UD- N/ADEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-302 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 8Status: YEI NEI UESeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 228. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YZ NEI- U-I N/AEland masonry block walls not likely to collapse onto the equipment?
Refer to A WC-O11 for partition discussion.
Refer to A WC-O11 for partition discussion.
: 9. Do attached lines have adequate flexibility to avoid damage? YE NEI U[:D N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEl- 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
: 9. Do attached lines have adequate flexibility to avoid damage? YE NEI U[:D N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEl- 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 couldadversely affect the safety functions of the equipment?
: 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 thatcould 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.
YN NEIUEEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-303 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 8Status: Yr-- NEI UNSeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 22Comments (Additional pages may be added as necessary)
YN NEIUE EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-303 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 8 Status: Yr-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Comments (Additional pages may be added as necessary)
The following are house keeping issues and judged acceptable for seismic concerns.
The following are house keeping issues and judged acceptable for seismic concerns.Grating at valve DA-559 DG22 Starting Air Right Side supply is touching valve hand wheel. This is a non- seismic issue.One of the roof light bulbs is out. CR IP2-2012-06515 issued to track resolution.
Grating at valve DA-559 DG22 Starting Air Right Side supply is touching valve hand wheel. This is anon- seismic issue.One of the roof light bulbs is out. CR IP2-2012-06515 issued to track resolution.
Minor surface rust on some threaded rods, bolts, nuts, and other components.
Minor surface rust on some threaded rods, bolts, nuts, and other components.
Judged acceptable.
Judged acceptable.
Flange on 22EDG JW & LO Coolers cooling WTR outlet has one out of 23 bolts flush with nut. Judgedacceptable.
Flange on 22EDG JW & LO Coolers cooling WTR outlet has one out of 23 bolts flush with nut. Judged acceptable.
Latch on 22EDG Gauge board cover panel on north side is not latched.
Latch on 22EDG Gauge board cover panel on north side is not latched. CR IP2-2012-06238 issued to track resolution.
CR IP2-2012-06238 issued totrack resolution.
Noted WRT 00172112 was tagged to track resolution of a leak on south east side of diesel.Evidence of oil leaks below south side of diesel typical for all diesels in area. Judged acceptable.
Noted WRT 00172112 was tagged to track resolution of a leak on south east side of diesel.Evidence of oil leaks below south side of diesel typical for all diesels in area. Judged acceptable.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.CR IP2-2012-06515 CR IP2-2012-06238 WRT 00172112AWC-011Evaluated by: Nick CrispelleAA~ CX(~#auDate: 10-15-2012 10-15-2012 Stenhen Yuan-:&#xfd; &#xfd;&#xfd; &#xfd; -0) mr-o'.Dan Niita10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-304 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 8Status: YEI NEI UOSeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 22Photographs Note: Flange on 22EDG JW & LO Coolerscooling WTR outlet with flush nut and showingminor surface corrosion.
932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.CR IP2-2012-06515 CR IP2-2012-06238 WRT 00172112 AWC-011 Evaluated by: Nick Crispell eAA~ CX(~#au Date: 10-15-2012 10-15-2012 Stenhen Yuan-:&#xfd; &#xfd;&#xfd; &#xfd; -0) mr-o'.Dan Niita 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-304 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 8 Status: YEI NEI UO Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Photographs Note: Flange on 22EDG JW & LO Coolers cooling WTR outlet with flush nut and showing minor surface corrosion.
Note: Minor surface corrosion on flangecouplings.
Note: Minor surface corrosion on flange couplings.
Possible galvanic corrosion stainless steel pipe and carbon steel bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-305 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 6 of 8Status: Y[I NO] USSeismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDGEquip. Class117Equipment Description DIESEL GENERATOR NO. 22Note: Shows fuse panel for 22 Pre LubePump, 22 Lube oil HTR, and 22 Jacket Water HTRthat has damaged & missing grout under theeastern (close) posts base plate.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-306 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 7 of 8Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDGEauiDment Descrotion DIESEL GENERATOR NO. 22Status: YDI Nil U[Equip. Class117W'!ifJitr.1 IU DD (u~u ulJiI luUUUfigl.
Possible galvanic corrosion stainless steel pipe and carbon steel bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-305 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 8 Status: Y[I NO] US Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Note: Shows fuse panel for 22 Pre Lube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR that has damaged & missing grout under the eastern (close) posts base plate.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-306 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 7 of 8 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG EauiDment Descrotion DIESEL GENERATOR NO. 22 Status: YDI Nil U[Equip. Class 1 17 W'!ifJitr.1 IU DD (u~u ulJiI luUUUfigl.
IIULU. LUfL Oi l V11"-r-LA7 U gJ1UdU LUOVGfipanel on north side is not latched.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-307 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 8 of 8Sheet 8 of 8Seismic Walkdown Checklist (SWC) SWELl -077Equipment ID No. 0022EDGEauioment Descriotion DIESEL GENERATOR NO. 22Status: YLI NEI UNEquip. Class117note: e uracKea wets on parrwon wan oerweendiesels.Note: Flimsy partition wall between diesels thatneeds verification of seismic design.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-308 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YE] NO] UZSeismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 23Location:
IIULU. LUfL Oi l V11"-r-LA7 U gJ1UdU LUOVGfi panel on north side is not latched.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-307 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 8 of 8 Sheet 8 of 8 Seismic Walkdown Checklist (SWC) SWELl -077 Equipment ID No. 0022EDG Eauioment Descriotion DIESEL GENERATOR NO. 22 Status: YLI NEI UN Equip. Class 1 17 note: e uracKea wets on parrwon wan oerween diesels.Note: Flimsy partition wall between diesels that needs verification of seismic design.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-308 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE] NO] UZ Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Location:
Bldg. EDG Floor El. 72"-" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. EDG Floor El. 72"-" 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of components internal to cabinets attached to diesel where not examined.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Opening cabinets attached to EDG's needs to be schedueled for the next diesel generator outage. Intemals are to be inspected when cabinets are opened.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Yes the anchorage configuration verification is required.
YN NEI YE:] NEI ULI N/AE]Y[ NI] UE] N/AE]Surface corrosion.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage of components internal to cabinets attached to diesel wherenot examined.
Opening cabinets attached to EDG's needs to beschedueled for the next diesel generator outage. Intemals are to beinspected when cabinets are opened.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YN NEIYE:] NEI ULI N/AE]Y[ NI] UE] N/AE]Surface corrosion.
Not significant.
Not significant.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Minor hair line cracks. Not significant.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Minor hair line cracks. Not significant.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE NE:] UE] N/AE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-309 of 434SEISMIC WALKDOWN CHECKLIST FORMATTACHMENT 9.6Sheet 2 of 4SEISMIC WALKDOWN CHECKLIST FORMIP2Status: YEI-I NEI UNSeismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 235. Is the anchorage configuration consistent with plant documentation?
YE NE:] UE] N/AE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-309 of 434 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YEI-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 5. Is the anchorage configuration consistent with plant documentation?
YM NE] uF- N/AE](Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YM NE] uF- N/AE](Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEi U0-potentially adverse seismic conditions?
Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEi U0-potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
Y[ N[] U-' N/A[l8. Are overhead equipment, distribution  
Y[ N[] U-' N/A[l 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y; NEI U0] N/AE]and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y; NEI U0] N/AE]and masonry block walls not likely to collapse onto the equipment?
Refer to A WC-O 1I for partition discussion.
Refer to A WC-O 1I for partition discussion.
: 9. Do attached lines have adequate flexibility to avoid damage?Numerious lines touching.
: 9. Do attached lines have adequate flexibility to avoid damage?Numerious lines touching.
Judged acceptable.
Judged acceptable.
YZ NE] UE] N/A[]10. Based on the above seismic interaction evaluations, is equipment free YN NEI UE-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-12-00037, Rev. 0, Page C-310 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: Y-I NEI UNSeismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. 0023EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 23Other Adverse Conditions
YZ NE] UE] N/A[]10. Based on the above seismic interaction evaluations, is equipment free YN NEI UE-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-12-00037, Rev. 0, Page C-310 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. 0023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEil ULIadversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN NEil ULI adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)
I of 4 air filter latches do not hold air filter in place. Air can by-pass filter. Operations personnel fixedissue in our presence.
I of 4 air filter latches do not hold air filter in place. Air can by-pass filter. Operations personnel fixed issue in our presence.
CR IP2-2012-06238 issued for trend tracking purposes.
CR IP2-2012-06238 issued for trend tracking purposes.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-H-2250, Rev 7, Diesel generator building general arrangement plan,AWC-011%AA4g .C&e "Evaluated by: Nick CrispellDate: 10/15/2012 10/15/2012 Stephen Yuan )A-rf&#xfd;W; &#xfd;&#xfd; V--)wit:Dan Nuta10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-311 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: Yr-E NEI UNSeismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class1 17Equipment Description DIESEL GENERATOR NO. 23Photographs Note:DIESEL GENERATOR NO 23.Note:PERTITION WALL BETWEEN GENERATORS.
9321-H-2250, Rev 7, Diesel generator building general arrangement plan, AWC-011%AA4g .C&e " Evaluated by: Nick Crispell Date: 10/15/2012 10/15/2012 Stephen Yuan )A-rf&#xfd;W; &#xfd;&#xfd; V--)wit: Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-311 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Yr-E NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Photographs Note: DIESEL GENERATOR NO 23.Note: PERTITION WALL BETWEEN GENERATORS.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-312 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YE NEI- U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class1 18Equipment Description INSTRUMENT RACK 5Location:
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-312 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEI- U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 Location:
Bldg. AFB Floor El. 18'-6" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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 N[i of the 50% of SWEL items requiring such verification)?
Anchorage
Yes, the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
: 1. Is the anchorage configuration verification required (i.e., is the item one YE N[iof the 50% of SWEL items requiring such verification)?
YE NEi U-I N/A[: 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 NEi UI[ N/All oxidation?
Yes, the anchorage configuration verification is required.
Yes, the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 4. Is the anchorage free of visible cracks in the concrete near the YE NEI U[-] N/AEl 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 NEi U-I N/A[:Yes, the anchorage is free of bent, broken, missing or loose hardware.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-313 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YEE NEI UL--Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class' 18 Equipment Description INSTRUMENT RACK 5 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surface YE NEi UI[ N/Alloxidation?
YE NE uE N/AO (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes, the anchorage is free of corrosion that is more than mild surfaceoxidation.
The anchorage configuration at the base of the rack is consistent with drawing 9321-F-7003-23  
: 4. Is the anchorage free of visible cracks in the concrete near the YE NEI U[-] N/AElanchors?Yes, the anchorage is free of visible cracks in the concrete near theanchor.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
& SQUG (SEWS). The anchorage at the base was observed directly and the anchorage at the top was observed by use of a camera held overhead..
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-313 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YEE NEI UL--Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class' 18Equipment Description INSTRUMENT RACK 55. Is the anchorage configuration consistent with plant documentation?
YE NE uE N/AO(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
The anchorage configuration at the base of the rack is consistent withdrawing 9321-F-7003-23  
& SQUG (SEWS). The anchorage at the basewas observed directly and the anchorage at the top was observed byuse of a camera held overhead..
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NE] U[potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of Y[ NE] U[potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
The 7' tall Rack 5 is anchored at the top and bottom per drawing 9321-F-7003. There are conduits/tubing fixed on the concrete wall and goinginto the rack. During a seismic event the rack will move with theconcrete wall preventing it from beating against the wall. Conduitsentering Rack 5 are attached to the concrete wall which the rack isattached to so conduits and rack will move together during a seismicevent.8. Are overhead equipment, distribution  
The 7' tall Rack 5 is anchored at the top and bottom per drawing 9321-F-7003. There are conduits/tubing fixed on the concrete wall and going into the rack. During a seismic event the rack will move with the concrete wall preventing it from beating against the wall. Conduits entering Rack 5 are attached to the concrete wall which the rack is attached to so conduits and rack will move together during a seismic event.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
The fluorescent light tubes need wires securing them to the fixture to prevent them from falling on the rack in a seismic event. Several fluorescent lights are out and need to be replaced.
The fluorescent light tubes need wires securing them to the fixture toprevent them from falling on the rack in a seismic event. Severalfluorescent lights are out and need to be replaced.
CR IP2-2012-06483 has been issued to track resolution.
CR IP2-2012-06483 has been issued to track resolution.
: 9. Do attached lines have adequate flexibility to avoid damage?YE NE UE N/A[]YEll NE uOl N/A[:]YE[ NZ U[i] N/AE]See response to #7.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-314 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: YZ NEI UE-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class1 18Equipment Description INSTRUMENT RACK 510. Based on the above seismic interaction evaluations, is equipment free YZ NEIl uL-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.Other Adverse Conditions
: 9. Do attached lines have adequate flexibility to avoid damage?YE NE UE N/A[]YEll NE uOl N/A[:]YE[ NZ U[i] N/AE]See response to #7.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-314 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NEI UE-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 10. Based on the above seismic interaction evaluations, is equipment free YZ NEIl uL-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[ NEIl U[-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could Y[ NEIl U[-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==
: 1. SQUG INSTRUMENT RACK 52. DWG 9321-F-7003, Rev 23,(A201097),
: 1. SQUG INSTRUMENT RACK 5 2. DWG 9321-F-7003, Rev 23,(A201097), Transmitter racks piping arrangement-sht.
Transmitter racks piping arrangement-sht.
No.2 instrumentation.
No.2instrumentation.
: 3. CR IP2-2012-06483
: 3. CR IP2-2012-06483
: 4. AWC-035&#xfd;A &#xfd;Evaluated b a S nhen YuanDate: 10/25/2012 Jr, i2YJ~Y ,~f 6-Paul Huebsch10/25/2012 Paul HuebschEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-315 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YZ NR U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class1 18Equipment Description INSTRUMENT RACK 5Photographs Note: View at the top of rack 5 showing thetwo clip angle supports attaching the rack tothe wall.Note: Close up view of far top connection EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-316 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5 IP2Note: Close up view of near top connection Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-317 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 1P2Status: YE NE] ULISeismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class1 18Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVELocation:
: 4. AWC-035&#xfd;A &#xfd;Evaluated b a S nhen Yuan Date: 10/25/2012 Jr, i 2 YJ~Y ,~f 6-Paul Huebsch 10/25/2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-315 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NR U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 Photographs Note: View at the top of rack 5 showing the two clip angle supports attaching the rack to the wall.Note: Close up view of far top connection EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-316 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Note: Close up view of near top connection Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-317 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YE NE] ULI Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE Location:
Bldg. AFB Floor El. 18'-6" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
YE[I N In-line valve. No anchorage to check.2. Is the anchorage free of bent, broken, missing or loose hardware?YED NEI UE N/A[R Not applicable since it is an in-line valve.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YE] NEI LiE] N/AOx Not applicable since it is an in-line valve.4. Is the anchorage free of visible cracks in the concrete near the anchors?YE] NE] urI N/AO Not applicable since it is an in-line valve.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE[I NIn-line valve. No anchorage to check.2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-318 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN ND UD&#xfd;Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Ec Equipment Description AUX. FWP TURB SUPP PRESS REDUCING 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.)
YED NEI UE N/A[RNot applicable since it is an in-line valve.3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Not applicable since component is an in-line valve.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
YE] NEI LiE] N/AOxNot applicable since it is an in-line valve.4. Is the anchorage free of visible cracks in the concrete near theanchors?YE] NE] urI N/AONot applicable since it is an in-line valve.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
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-12-00037, Rev. 0, Page C-318 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN ND UD&#xfd;Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 EcEquipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE5. Is the anchorage configuration consistent with plant documentation?
luip. Class 1 18 YEI NEI UI- N/AZ Y[ NEI U-l Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YE NEi U[I- N/AE--Tubing over head between valve and MS-576 is near to touching control conduits for PC V-1139. Judged acceptable.
Not applicable since component is an in-line valve.6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
Tubing to IA-1 196 close to control conduit. Judged acceptable.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NEI UED N/AD-and masonry block walls not likely to collapse onto the equipment?
luip. Class1 18YEI NEI UI- N/AZY[ NEI U-lInteraction Effects7. Are soft targets free from impact by nearby equipment or structures?
Fluoresent light needs wire securing bulb to fixture. CR IP2-2012-06483 issued to track resolution.
YE NEi U[I- N/AE--Tubing over head between valve and MS-576 is near to touchingcontrol conduits for PC V-1139. Judged acceptable.
This is considered a non-seismic issue for this item.Light bulb out near valve PC V-1 139. CR IP2-2012-06483 issued to track resolution.
Tubing to IA-1 196 close to control conduit.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ N[-- U-I N/ADl Unistrut on containment wall near tubing elbow tubing line judged to have adequate flexibility.
Judged acceptable.
Tubing clamp is near end of unistrut is judged acceptable due to negligible weight of tubing.Tubing to MS-576 support near end of unistrut.
: 8. Are overhead equipment, distribution  
Judged acceptable given negligible weight of tubing.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-319 of 434 ATTACHMENT 9.6 Sheet 3 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE 10. Based on the above seismic interaction evaluations, is equipment free NI-] 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
: systems, ceiling tiles and lighting, YN NEI UED N/AD-and masonry block walls not likely to collapse onto the equipment?
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Fluoresent light needs wire securing bulb to fixture.
Support for P1-1261 is braced from the pipe near wear this valve PCV-1 139 is mounted. This is a non typical design detail that is judged acceptable for a seismic event.YN NEI uE[Comments (Additional pages may be added as necessary)
CR IP2-2012-06483 issued to track resolution.
This is considered a non-seismic issue forthis item.Light bulb out near valve PC V-1 139. CR IP2-2012-06483 issued totrack resolution.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ N[-- U-I N/ADlUnistrut on containment wall near tubing elbow tubing line judged tohave adequate flexibility.
Tubing clamp is near end of unistrut is judgedacceptable due to negligible weight of tubing.Tubing to MS-576 support near end of unistrut.
Judged acceptable given negligible weight of tubing.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-319 of 434ATTACHMENT 9.6Sheet 3 of 4SEISMIC WALKDOWN CHECKLIST FORMIP2Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class1 18Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE10. Based on the above seismic interaction evaluations, is equipment free NI-] 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 couldadversely affect the safety functions of the equipment?
Support for P1-1261 is braced from the pipe near wear this valvePCV-1 139 is mounted.
This is a non typical design detail that is judgedacceptable for a seismic event.YN NEI uE[Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
B226033,Rev 3, Auxiliary boiler feed pump # 22 instrument piping detail forPCV-1 139.B226034, Rev 1, Auxiliary boiler feed pump # 22 instrument control rack detail forPC V- 1139.9321-F-7053,(A201147)
B226033,Rev 3, Auxiliary boiler feed pump # 22 instrument piping detail for PCV-1 139.B226034, Rev 1, Auxiliary boiler feed pump # 22 instrument control rack detail for PC V- 1139.9321-F-7053,(A201147)
Rev 38, Auxiliary boiler feed pump room instrument piping sht.No. 2 Instrumentation.
Rev 38, Auxiliary boiler feed pump room instrument piping sht.No. 2 Instrumentation.
CR IP2-2012-06483 AWC-035Evaluated by: Nick Cnspell0TZ~, C/C~J2uDate: 10-15-2012 10-15-2012 Stenhen Yuan-16-Dan Nuta10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-320 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: Y[ NO] UiSeismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class1 18Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVEPhotographs Note: Photo showing tubing above PCV-11lthat is touching and very close to othercomponents.
CR IP2-2012-06483 AWC-035 Evaluated by: Nick Cnspell 0 TZ~, C/C~J2u Date: 10-15-2012 10-15-2012 Stenhen Yuan-16-Dan Nuta 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-320 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y[ NO] Ui Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE Photographs Note: Photo showing tubing above PCV-11l that is touching and very close to other components.
Judged acceptable given flexibility and weight of tubing.Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-321 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YOI NEI UNSeismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class1 18Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNLLocation:
Judged acceptable given flexibility and weight of tubing.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-321 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YOI NEI UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Location:
Bldg. EDG Floor El. 72'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. EDG 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Cabinet was not opened for internal inspection.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Cabinet can not be opened when powered. Cabinet needs to be powered down and intemals inspected.
No, the anchorage configuration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Cabinet was not opened for internal inspection.
Cabinet can not beopened when powered.
Cabinet needs to be powered down andintemals inspected.
External anchorage is present and was inspected.
External anchorage is present and was inspected.
External anchorage is free of bent, brocken, missing or loose hardware.
External anchorage is free of bent, brocken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Y[I NE YD- N[- UN N/AII YE NDI U[-] N/AD Minor surface corrosion.
Y[I NEYD- N[- UN N/AIIYE NDI U[-] N/ADMinor surface corrosion.
Judged OK 4. Is the anchorage free of visible cracks in the concrete near the anchors?Floor is coated. No visible cracks.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Judged OK4. Is the anchorage free of visible cracks in the concrete near theanchors?Floor is coated. No visible cracks.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YE NDI U[D N/All EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-322 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YEI NEI UZ Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL 5. Is the anchorage configuration consistent with plant documentation?
YE NDI U[D N/AllEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-322 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YEI NEI UZSeismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class1 18Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL5. Is the anchorage configuration consistent with plant documentation?
Y[-] NEI U[:] N/An (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y[-] NEI U[:] N/An(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
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! NEI UNpotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YE! NEI UN potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
However internalcomponents must be examined when cabinet can be opened.Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
However internal components must be examined when cabinet can be opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y[ NE! U[] N/AE!Yes soft targets are free from impact by nearby equipment orstructures.
Y[ NE! U[] N/AE!Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEI UE! N/AE!and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y[ NEI UE! N/AE!and masonry block walls not likely to collapse onto the equipment?
Speaker and heater overhead judged to be adequately supported.
Speaker and heater overhead judged to be adequately supported.
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NE! UE! N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NE!] UEof 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-12-00037, Rev. 0, Page C-323 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: Y'-- NEI UNSeismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class1 18Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNLOther Adverse Conditions
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NE! UE! N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NE!] UE 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-12-00037, Rev. 0, Page C-323 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y'-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEI U[Iadversely affect the safety functions of the equipment?
: 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 thatcould 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)
Comments (Additional pages may be added as necessary)
Top right cover screw is loose. Panel is judged by the walkdown team to be seismicly adequate withmissing screw. Operations personnel fixed issue immediately for walkdown team.
Top right cover screw is loose. Panel is judged by the walkdown team to be seismicly adequate with missing screw. Operations personnel fixed issue immediately for walkdown team.


==References:==
==References:==


Drawings and A WC.Drawings:
Drawings and A WC.Drawings:
9321-F-3049, Rev 30, Conduit layout diesel generator  
9321-F-3049, Rev 30, Conduit layout diesel generator building, elev 67' and 72' plan.A209208, Rev 11. Conduit layout diesel generator building, elev 67' and 72' section 4 Details.932 1-H-2250,Rev  
: building, elev 67' and 72' plan.A209208, Rev 11. Conduit layout diesel generator  
: 7. Diesel generator building general arrangement plan.AWC-011 6 Ake)(Evaluated by: Nick Crispell Date: 10/15/2012
: building, elev 67' and 72' section 4Details.932 1-H-2250,Rev  
)&#xfd;q&#xfd;Stephen Yuan 10/15/2012 Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-324 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE] NO UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Photographs Note: EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PANEL.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-325 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YIM ND-- Ui-Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Location:
: 7. Diesel generator building general arrangement plan.AWC-0116Ake)(Evaluated by: Nick CrispellDate: 10/15/2012
Bldg. EDG Floor El. 72"-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
)&#xfd;q&#xfd;Stephen Yuan10/15/2012 Dan Nuta10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-324 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YE] NO UNSeismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class1 18Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNLPhotographs Note:EDG BLDG 72' EL ENGINE AUXILIARIES CTRLPANEL.Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-325 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YIM ND-- Ui-Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class1 19Equipment Description EDG BLDG THERMOSTAT Location:
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.
Bldg. EDG Floor El. 72"-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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 YDI NO of the 50% of SWEL items requiring such verification)?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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?
Additional space is provided at the end of this checklist for documenting other comments.
Minor surface rust. Judged OK.4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage to structural steel, not to concrete.YO NEI U-I N/Ar-D YO NEI U0 N/A[--Y-- NEI UD1 N/AM I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Anchoraqe
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-326 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NDI UI--Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 E Equipment Description EDG BLDG THERMOSTAT
: 1. Is the anchorage configuration verification required (i.e., is the item one YDI NOof the 50% of SWEL items requiring such verification)?
: 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 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 surfaceoxidation?
Minor surface rust. Judged OK.4. Is the anchorage free of visible cracks in the concrete near theanchors?Anchorage to structural steel, not to concrete.
YO NEI U-I N/Ar-DYO NEI U0 N/A[--Y-- NEI UD1 N/AMI Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-326 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN NDI UI--Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 EEquipment Description EDG BLDG THERMOSTAT
: 5. Is the anchorage configuration consistent with plant documentation?
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
: 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 isfree of potentially adverse seismic conditions.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
quip. Class1 19YE] NO U[:I N/AEYN N- U[IInteraction Effects7, Are soft targets free from impact by nearby equipment or structures?
quip. Class 1 19 YE] NO U[:I N/AE YN N- U[I Interaction Effects 7, Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment orstructures.
Yes, soft targets are free from impact by nearby equipment or structures.
YM ND uMl N/AD78, Are overhead equipment, distribution  
YM ND uMl N/AD7 8, Are overhead equipment, distribution systems, ceiling tiles and lighting, YE ND U[I N/ADl and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YE ND U[I N/ADland 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.
Yes, overhead equipment, distribution  
: 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 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-12-00037, Rev. 0, Page C-327 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: Y[ NEI U[-I Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Other Adverse Conditions
: systems, ceiling tiles andlighting, and masonry block walls are not likely to collapse onto theequipment.
: 11. Have you looked for and found no other seismic conditions that could YN NEIl U-I adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YZ ND UD N/ADYes, 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, theequipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-327 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 1P2Status: Y[ NEI U[-ISeismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class1 19Equipment Description EDG BLDG THERMOSTAT Other Adverse Conditions
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN NEIl U-Iadversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1460, (A201195),
9321-F-1460, (A201195), Rev 15, Diesel Generator Building Plan, Section and Elevation.
Rev 15, Diesel Generator Building Plan, Section and Elevation.
9321-F-3049, Rev 30, Conduit Layout Diesel Generator Building, Elevation 67' and 72'.A209208, Rev 11, Conduit Layout Diesel Generator Building, Elevations 67' and 72'Sections and Details.AWC-011&#xfd;Arl&#xfd;Date: 10/15/12 K.a.......  
9321-F-3049, Rev 30, Conduit Layout Diesel Generator  
.an qv(&#xfd;g r en&#xfd;&#xfd;&#xfd;Nick CnsDefl.L-- -10/15/12 10/15/12 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-328 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ Ni ULi Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Photographs No photo due to restriction of EN-DC-217 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-329 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NE] U--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Location:
: Building, Elevation 67' and 72'.A209208, Rev 11, Conduit Layout Diesel Generator  
Bldg. PAB Floor El. 98'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
: Building, Elevations 67' and 72'Sections and Details.AWC-011&#xfd;Arl&#xfd;Date: 10/15/12K.a.......  
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.
.anqv(&#xfd;gren&#xfd;&#xfd;&#xfd;Nick CnsDefl.L-- -10/15/1210/15/12Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-328 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: YZ Ni ULiSeismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class1 19Equipment Description EDG BLDG THERMOSTAT Photographs No photo due to restriction of EN-DC-217 Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-329 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 1P2Status: YN NE] U--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class1 19Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENTLocation:
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)?
Bldg. PAB Floor El. 98'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Temperature element is inline, and therefore anchorage inspection not applicable.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Additional space is provided at the end of this checklist for documenting other comments.
Temperature element is inline, and therefore anchorage inspection not applicable.
Anchorage
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Temperature element is inline, and therefore anchorage inspection not applicable.
: 1. Is the anchorage configuration verification required (i.e., is the item one YE] NEof the 50% of SWEL items requiring such verification)?
YEI] NE] UE] NWAN YE-] NE] uE]- YEI NE] UEI N/A[I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
The anchorage configuration verification is not required.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-330 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YM NE] UD--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT 5. Is the anchorage configuration consistent with plant documentation?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Y-I NDl UD N/AS (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Temperature element is inline, and therefore anchorage inspection notapplicable.
Temperature element is inline, and therefore anchorage inspection not applicable.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDE ULEI potentially adverse seismic conditions?
Temperature element is inline, and therefore anchorage inspection notapplicable.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Temperature element is inline, and therefore anchorage inspection notapplicable.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YEI] NE] UE] NWANYE-] NE] uE]- YEI NE] UEI N/A[I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YIE NEI U[-I N/AD-I Yes soft targets are free from impact by nearby equipment or structures.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-330 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YM NE] UD--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class1 19Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT5. Is the anchorage configuration consistent with plant documentation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI UD N/AD: and masonry block walls not likely to collapse onto the equipment?
Y-I NDl UD N/AS(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Block wall penetration (approximately 4' x 4') is qualified by Computech report R547.01.9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD: N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-12-00037, Rev. 0, Page C-331 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Other Adverse Conditions
Temperature element is inline, and therefore anchorage inspection notapplicable.
: 11. Have you looked for and found no other seismic conditions that could YIZ N[ U[n adversely affect the safety functions of the equipment?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDE ULEIpotentially adverse seismic conditions?
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
YIE NEI U[-I N/AD-IYes soft targets are free from impact by nearby equipment orstructures.
: 8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, Y[ NDI UD N/AD:and masonry block walls not likely to collapse onto the equipment?
Block wall penetration (approximately 4' x 4') is qualified by Computech report R547.01.9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD: N/ADYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-12-00037, Rev. 0, Page C-331 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class1 19Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENTOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YIZ N[ U[nadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1397, Rev 21, (A200204),
9321-F-1397, Rev 21, (A200204), Primary Auxiliary building floor plans and elevations.
Primary Auxiliary building floor plans and elevations.
9321-F-2592, Rev 38, (A200678), Primary Auxiliary buildingcomposite piping arrangement sections sheet no. 7 AWC-025 qk6(4 Cexik-,1 Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta M4 " 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-332 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NM U'-I Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Photographs Note: Temperature element closeup.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-333 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: Y-I NEI UO Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Location:
9321-F-2592, Rev 38, (A200678),
Bldg. EDG Floor El. 72-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Primary Auxiliary buildingcomposite pipingarrangement sections sheet no. 7AWC-025qk6(4 Cexik-,1Evaluated by: Nick CrispellDate: 10-22-2012 Dan Nuta M4 "10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-332 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 1P2Status: YN NM U'-ISeismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class1 19Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENTPhotographs Note: Temperature element closeup.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-333 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 4 IP2Status: Y-I NEI UOSeismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class1 20Equipment Description EDG 21 CONTROL PANELLocation:
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.
Bldg. EDG Floor El. 72-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
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)?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Internal anchorage could not be checked as panel is not allowed to be opened when panel is powered. Panel to be powered down and internal anchorage inspected when possible.External anchors where inspected and are free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Additional space is provided at the end of this checklist for documenting other comments.
No corrosion found on extemal bolts. Internal bolts could not be observed as panel could not be opened.4. Is the anchorage free of visible cracks in the concrete near the anchors?YEl- NO YEll NEI UE NIAD Y[E] N[E] UN N/AEJ Y[:] NEi UO N/AE]Internal bolts could not be observed since panel could not be opened.No visible cracks at external anchors.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Anchorage
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-334 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y0-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL 5. Is the anchorage configuration consistent with plant documentation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Y-- NEI UEi N/AZ (Note: This question onlyapplies if the item is one of the 50% for which an anchorage configuration verification is required.)
No, the anchorage configuration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Internal anchorage could not be checked as panel is not allowed to beopened when panel is powered.
Panel to be powered down and internalanchorage inspected when possible.
External anchors where inspected and are free of bent, broken, missingor loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
No corrosion found on extemal bolts. Internal bolts could not beobserved as panel could not be opened.4. Is the anchorage free of visible cracks in the concrete near theanchors?YEl- NOYEll NEI UE NIADY[E] N[E] UN N/AEJY[:] NEi UO N/AE]Internal bolts could not be observed since panel could not be opened.No visible cracks at external anchors.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-334 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: Y0-- NEI UNSeismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class1 20Equipment Description EDG 21 CONTROL PANEL5. Is the anchorage configuration consistent with plant documentation?
Y-- NEI UEi N/AZ(Note: This question onlyapplies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
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- N[i UMpotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YE- N[i UM potentially adverse seismic conditions?
Cannot be determined since some anchorage is intemal to cabinetand door could not be opened.Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Cannot be determined since some anchorage is intemal to cabinet and door could not be opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
The 21EDG control panel has a side synch panel. The side synch panelis free to swing on hinge into 21EDG control panel. Restraint bracket onbottom of side panel is broken. Operations personnel reattached andrepaired restraint bracket immediately in our presence.
The 21EDG control panel has a side synch panel. The side synch panel is free to swing on hinge into 21EDG control panel. Restraint bracket on bottom of side panel is broken. Operations personnel reattached and repaired restraint bracket immediately in our presence.
CR IP2-2012-6207 issued for tracking purposes.
CR IP2-2012-6207 issued for tracking purposes.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 8. Are overhead equipment, distribution  
Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 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?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] NO UE] N/AE]YM NE-] UE- N/AE]YE N[l U[-] N/AE]YZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-335 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Other Adverse Conditions
Yes overhead equipment, distribution  
: 11. Have you looked for and found no other seismic conditions that could YE NEIl ULP adversely affect the safety functions of the equipment?
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of 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 freeof potentially adverse seismic interaction effects?Yes based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.YE] NO UE] N/AE]YM NE-] UE- N/AE]YE N[l U[-] N/AE]YZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-335 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YEI NEI UESeismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class1 20Equipment Description EDG 21 CONTROL PANELOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NEIl ULPadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)
Panel on north end of #23 EDG control panel is missing 1 of 24 bolts. Bottom latch of #22 and #23EDG control panel not lached. Operations personnel fixed issues on the spot in our presence.
Panel on north end of #23 EDG control panel is missing 1 of 24 bolts. Bottom latch of #22 and #23 EDG control panel not lached. Operations personnel fixed issues on the spot in our presence.
CR IP2-2012-06238 issued for tracking.
CR IP2-2012-06238 issued for tracking.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011qu;&#xfd;g0151(16e&#xfd;Evaluated by: Nick CrispellDate: 10-15-2012 5~PAnhRn VIRn10-15-2012 Stionhen Yuanfl.J.n NiftR10-15-2012 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-336 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheot 4 of 4 IP2Status: YE NEI UNSeismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class1 20Equipment Description EDG 21 CONTROL PANELPhotographs Note: EDG 21 control panel showing side Synchpanel that is free to swing.Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-337 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YE NEI UL-ISeismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class1 20Equipment Description SWPMP#21 STRAINER CONTPNLLocation:
932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011 qu;&#xfd;g 0 151(16e&#xfd;Evaluated by: Nick Crispell Date: 10-15-2012 5~PAnhRn VIRn 10-15-2012 Stionhen Yuan fl.J.n NiftR 10-15-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-336 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheot 4 of 4 IP2 Status: YE NEI UN Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Photographs Note: EDG 21 control panel showing side Synch panel that is free to swing.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-337 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEI UL-I Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class 1 20 Equipment Description SWPMP#21 STRAINER CONTPNL Location:
Bldg. SWSTR PIT Floor El. 5"-9" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. SWSTR PIT Floor El. 5"-9" 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
Y[-] 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.The panel was opened up and internal components were examined and acceptable.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y[-] NOThe 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.
The panel was opened up and internal components were examined andacceptable.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Slight surface corrosion was observed and is juged acceptable.
Slight surface corrosion was observed and is juged acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Wall is coated. No significant cracks observed.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Wall is coated. No significant cracks observed.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YZ NEI ULIE N/A0 YE NEI U[-] N/AIZ YO NEI u~l N/AEl EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-338 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ NEII U[IZ Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class 1 20 Equipment Description SWPMP #21 STRAINER CONT PNL 5. Is the anchorage configuration consistent with plant documentation?
YZ NEI ULIE N/A0YE NEI U[-] N/AIZYO NEI u~l N/AElEN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-338 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YZ NEII U[IZSeismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class1 20Equipment Description SWPMP #21 STRAINER CONT PNL5. Is the anchorage configuration consistent with plant documentation?
YI-] 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.)
YI-] NEI UI-- N/AZ(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YI NEl UEipotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YI NEl UEi potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NE! uE! NIAEl8. Are overhead equipment, distribution  
YN NE! uE! NIAEl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI U-- N/AE!and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YE NEI U-- N/AE!and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulb overhead has a plexiglass cover to catch bulb if it falls out of the prongs. No issues noted.9. Do attached lines have adequate flexibility to avoid damage? YZ NO! UE! N/All Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEI U--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-12-00037, Rev. 0, Page C-339 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEIl ULI Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class' 20 Equipment Description SW PMP #21 STRAINER CONT PNL Other Adverse Conditions
Fluorescent bulb overhead has a plexiglass cover to catch bulb if it fallsout of the prongs. No issues noted.9. Do attached lines have adequate flexibility to avoid damage? YZ NO! UE! N/AllYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEI U--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-12-00037, Rev. 0, Page C-339 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YE NEIl ULISeismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class' 20Equipment Description SW PMP #21 STRAINER CONT PNLOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YE NOi U[i adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YE NOi U[iadversely 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.
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)
Cover is missing 2 of 10 hold downs. Panel judged seismically adequate with missing hold downs. CRIP2-2012-06841 issued to fix hold downs.
Cover is missing 2 of 10 hold downs. Panel judged seismically adequate with missing hold downs. CR IP2-2012-06841 issued to fix hold downs.


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
932 1-F-201 1, Rev 9, General arrangement intake structure plan unit 2.CR IP2-2012-06841 AWC-013qu;5&#xfd;;4rOy-&#xfd;&#xfd;Evaluated by: Nick CrispellDate: 10-17-2012 Dan Nuta10-17-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-340 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMShoot 4 of 5 IP2Status: YIO NEI Ui-]Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKI Equip. Class1 20Equipment Description SWPMP#21 STRAINER CONTPNLPhotographs Note: EPNote:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-341 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKIEquipment Description SWPMP#21 STRAINER CONTPNLIP2Status: Y1] NEil Ur]Equip. Class120Note: Missing latches.Note: Anchorage at bottom of panel.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-342 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YZ NiDI UD-Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. ClassI 20Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET BUS 6ALocation:
932 1-F-201 1, Rev 9, General arrangement intake structure plan unit 2.CR IP2-2012-06841 AWC-013 qu;5&#xfd;;4r Oy-&#xfd;&#xfd;Evaluated by: Nick Crispell Date: 10-17-2012 Dan Nuta 10-17-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-340 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Shoot 4 of 5 IP2 Status: YIO NEI Ui-]Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKI Equip. Class 1 20 Equipment Description SWPMP#21 STRAINER CONTPNL Photographs Note: EP Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-341 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKI Equipment Description SWPMP#21 STRAINER CONTPNL IP2 Status: Y1] NEil Ur]Equip. Class 1 20 Note: Missing latches.Note: Anchorage at bottom of panel.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-342 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NiDI UD-Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. ClassI 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET BUS 6A Location:
Bldg. CB Floor El. 15'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. CB 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqge
Anchoraqge
: 1. Is the anchorage configuration verification required (i.e., is the item one Y-I NN of the 50% of SWEL items requiring such verification)?
: 1. Is the anchorage configuration verification required (i.e., is the item one Y-I NNof the 50% of SWEL items requiring such verification)?
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
The anchorage configuration verification is not required.
YO NEj UEJ N/AEl Cabinet door was opened and internal component anchorage was acceptable.
: 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 YN NDl U[--I N/Ai-I oxidation?
YO NEj UEJ N/AElCabinet door was opened and internal component anchorage wasacceptable.
Minor surface corrosion present. Judged acceptable.
: 3. Is the anchorage free of corrosion that is more than mild surface YN NDl U[--I N/Ai-Ioxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the YIZ NI ULIl N/AD--I anchors?Minor crack near by but not significant.
Minor surface corrosion present.
Judged acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near the YIZ NI ULIl N/AD--Ianchors?Minor crack near by but not significant.
Judged acceptable.
Judged acceptable.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-343 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YEZ NO UI--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class1 20Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6A5. Is the anchorage configuration consistent with plant documentation?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-343 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YEZ NO UI--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class 1 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6A 5. Is the anchorage configuration consistent with plant documentation?
Y-I NEI- U[I N/AN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Y-I NEI- U[I N/AN (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.
Not applicable since component is not part of the anchorage configuration venfication.
: 6. Based on the above anchorage evaluations, is the anchorage free of YM NEIl UI-]potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YM NEIl UI-]potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
YZ N[il U[I N/A[--]Yes, soft targets are free from impact by nearby equipment orstructures.
YZ N[il U[I N/A[--]Yes, soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution  
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[Z NEI UEi N/A[-and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y[Z NEI UEi 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.
Yes, overhead equipment, distribution  
9, Do attached lines have adequate flexibility to avoid damage? YN Nil U[I- N/A[-l Yes, attached lines have adequate flexibility to avoid damage.10, Based on the above seismic interaction evaluations, is equipment free YN NEIl 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-344 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE Nil U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class 1 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6A Other Adverse Conditions
: systems, ceiling tiles andlighting, and masonry block walls are not likely to collapse onto theequipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NO U[-I adversely affect the safety functions of the equipment?
9, Do attached lines have adequate flexibility to avoid damage? YN Nil U[I- N/A[-lYes, attached lines have adequate flexibility to avoid damage.10, Based on the above seismic interaction evaluations, is equipment free YN NEIl U-Iof potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-344 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YE Nil U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class1 20Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6AOther Adverse Conditions
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ NO U[-Iadversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-7028, (A201122),
9321-F-7028, (A201122), Rev 46, Containment Building Instrument Arrangement-Sheet no 2,Instrumentation.
Rev 46, Containment Building Instrument Arrangement-Sheet no 2,Instrumentation.
AWC-002 Evaluated by: Nick Crispell Date: 10/9/12 Steeh Yuan 10/9/112 Dan Nuta 10/9/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-345 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YM NE] U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class' 20 Equipment Description REMOTE UNDERVOL TAGE RELAY CABINET, BUS 6A Photographs Note: EPG9 Cabinet Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-346 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN Ni- U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Location:
AWC-002Evaluated by: Nick Crispell Date: 10/9/12Steeh Yuan 10/9/112Dan Nuta 10/9/12EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-345 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMSheet 4 of 4 IP2Status: YM NE] U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class' 20Equipment Description REMOTE UNDERVOL TAGE RELAY CABINET, BUS 6APhotographs Note: EPG9 CabinetNote:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-346 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YN Ni- U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class1 20Equipment Description 22 SAFETY INJECTION PUMPLocation:
Bldg. PAB Floor El. 59'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. PAB Floor El. 59'-0" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Additional space is provided at the end of this checklist for documenting other comments.Anchora-qe
Additional space is provided at the end of this checklist for documenting other comments.
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Anchora-qe
YN NEI 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YN NEIThe anchorage configuration venfication is required.
: 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 EPR[ 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
YO NEI- ULI- N/A--YN NEI U[- N/A-I YN NEI U-- N/A[D EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-347 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YZ NDI UD-1 Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
YIE NEi U- N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPR[ 1025286, Appendix B: Classes of Equipment.
YO NEI- ULI- N/A--YN NEI U[- N/A-IYN NEI U-- N/A[DEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-347 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YZ NDI UD-1Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class1 20Equipment Description 22 SAFETY INJECTION PUMP5. Is the anchorage configuration consistent with plant documentation?
YIE NEi U- N/AEl(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Anchorage matches drawing 9321-F-1167  
Anchorage matches drawing 9321-F-1167  
& 9321-F-1166.
& 9321-F-1166.
: 6. Based on the above anchorage evaluations, is the anchorage free of YEZ ND: U0Ipotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YEZ ND: U0I potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
Y[ NE] u-I N/A[D8. Are overhead equipment, distribution  
Y[ NE] u-I N/A[D 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YIN NI U-I N/AD and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YIN NI U-I N/ADand 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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NDl UDJ N/AD-]Yes 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-12-00037, Rev. 0, Page C-348 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could YIN N[-] U[LI adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NDl UDJ N/AD-]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NDI UDof 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-12-00037, Rev. 0, Page C-348 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class1 20Equipment Description 22 SAFETY INJECTION PUMPOther Adverse Conditions
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 11. Have you looked for and found no other seismic conditions that could YIN N[-] U[LIadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1166, Rev. 26, Primary Auxiliary Building Concrete Plans at El. 15'-0", 35"-0" &42"-0"9321-F-1 167, Rev. 24, Primary Auxiliary Building Concrete Plans at El. 59-0" and 68'-0"AWC-017Evaluated by: Nick Cnispell Date: 10/19/2012 Paul Huebsch 10/19/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-349 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YN N'I ul]Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class' 20Equipment Description 22 SAFETY INJECTION PUMPPhotographs Note: SU PumpNote: SU PumpEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-350 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMSheet 5 of 5 IP2Status: YZ Nr-'] U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class1 20Equipment Description 22 SAFETY INJECTION PUMPNote: Typical anchorage Note: Typical anchorage EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-351 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: YE N[- U--Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class1 20Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANELLocation:
9321-F-1166, Rev. 26, Primary Auxiliary Building Concrete Plans at El. 15'-0", 35"-0" &42"-0" 9321-F-1 167, Rev. 24, Primary Auxiliary Building Concrete Plans at El. 59-0" and 68'-0" AWC-017 Evaluated by: Nick Cnispell Date: 10/19/2012 Paul Huebsch 10/19/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-349 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN N'I ul]Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class' 20 Equipment Description 22 SAFETY INJECTION PUMP Photographs Note: SU Pump Note: SU Pump EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-350 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 IP2 Status: YZ Nr-'] U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Note: Typical anchorage Note: Typical anchorage EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-351 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE N[- U--Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class 1 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Location:
Bldg. FAN HOUSE Floor El. 80'-O" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. FAN HOUSE Floor El. 80'-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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?
: 1. Is the anchorage configuration verification required (i.e., is the item one YE NZof the 50% of SWEL items requiring such verification)?
YZ NEI UEL N/ALJ 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 anchorage configuration verification is not required.
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 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.An abandoned hole near the lower anchorage found about 4" away Not a seismic issue.YZ NE] UEI N/AL-YS NEI u[-] N/AL-1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YZ NEI UEL N/ALJYes the anchorage is free of bent, broken, missing or loose hardware.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-352 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YN NEI U-I Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class 1 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YLI-I NEI ULI-' N/AN (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.An abandoned hole near the lower anchorage found about 4" awayNot a seismic issue.YZ NE] UEI N/AL-YS NEI u[-] N/AL-1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-352 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YN NEI U-ISeismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class1 20Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL5. Is the anchorage configuration consistent with plant documentation?
YLI-I NEI ULI-' N/AN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of YEI NEI UI--potentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YEI NEI UI--potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YI NEI ur] N/AZ8. Are overhead equipment, distribution  
YI NEI ur] N/AZ 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NiW ULI N/A[I:]and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YN NiW ULI N/A[I:]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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YN NEI U[1 N/Ar-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM NEIl 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-353 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ ND-- UM Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Other Adverse Conditions
: 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 NEI U[1 N/Ar-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM NEIl Uiof 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-12-00037, Rev. 0, Page C-353 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: YZ ND-- UMSeismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANELOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YIZ NEI UD-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YIZ NEI UD-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1 166, Rev 24, (A200107),
9321-F-1 166, Rev 24, (A200107), Primary Auxiliary building concrete plans at elev. 59'-0" and 68-0".9321-F-1 1666, Rev 26, (A200106), Primary Auxiliary building concrete plans at elev. 15',35, and 42'AWC-030 Evaluated by: Kirit Parikh 6T~~6p> CX1~au Date: 10/24/2012 10/24/2012 Nick Cisoell EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-354 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN NEI] UM]Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Photographs Note: Panel identification Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-355 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Status: YN NEI- Ul-Equip. Class 1 20 Note: Open panel EPA 10/Anchorage.
Primary Auxiliary building concrete plans atelev. 59'-0" and 68-0".9321-F-1 1666, Rev 26, (A200106),
Replacement bulbs for the panel are laying on the bottom inside of the panel. Walkdown engineers judged this acceptable.
Primary Auxiliary building concrete plans atelev. 15',35, and 42'AWC-030Evaluated by: Kirit Parikh6T~~6p> CX1~auDate: 10/24/2012 10/24/2012 Nick CisoellEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-354 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YN NEI] UM]Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANELPhotographs Note: Panel identification Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-355 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5IP2Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANELStatus: YN NEI- Ul-Equip. Class120Note: Open panel EPA 10/Anchorage.
Replacement bulbs for the panel are laying on thebottom inside of the panel. Walkdown engineers judged this acceptable.
Note: Panel anchorage.
Note: Panel anchorage.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-356 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: YN NEi U-I!Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class1 21Equipment Description 21 COMPONENT COOLING SURGE TNKLocation:
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-356 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YN NEi U-I!Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Location:
Bldg. PAB Floor El. 98'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. PAB Floor El. 98'-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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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)?
Anchorage
YN NO 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YN NOThe anchorage configuration verification is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI U'- N/A-I YZ NI U[I] N/AL-YZ ND U-I N/A--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.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-357 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YE N-- UL-]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
Y[ NEI UD N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NE] U-I potentially adverse seismic conditions?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YN NEI U'- N/A-IYZ NI U[I] N/AL-YZ ND U-I N/A--Yes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-357 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YE N-- UL-]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class1 21Equipment Description 21 COMPONENT COOLING SURGE TNK5. Is the anchorage configuration consistent with plant documentation?
Yes soft targets are free from impact by nearby equipment or structures.
Y[ NEI UD N/AD-(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YN NEI UD N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI U[- N/AD-and masonry block walls not likely to collapse onto the equipment?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NE] U-Ipotentially adverse seismic conditions?
Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
: 9. Do attached lines have adequate flexibility to avoid damage? YM N[-] U[-D 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-12-00037, Rev. 0, Page C-358 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: Y[ NEI UDl Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Other Adverse Conditions
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YN NEI UD N/AD-8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YN NDI 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? YM N[-] U[-D 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-12-00037, Rev. 0, Page C-358 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: Y[ NEI UDlSeismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class1 21Equipment Description 21 COMPONENT COOLING SURGE TNKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[ NEO U'-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could Y[ NEO U'-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321 -F-2510, (A200627),
9321 -F-2510, (A200627), Rev 49, Primary Auxiliary building general arrangement plans.AWC-023 L19 VPQ9 c0xk(a Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-359 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YE NEI UL]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class' 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Photographs Note: Overview of tank.Note: Overview of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-360 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 1P2 Status: YN NO] ULI Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Note: Typical anchorage to structural steel.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-361 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN ND U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Location:
Rev 49, Primary Auxiliary building general arrangement plans.AWC-023L19 VPQ9c0xk(aEvaluated by: Nick CrispellDate: 10-22-2012 Dan Nuta10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-359 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YE NEI UL]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class' 21Equipment Description 21 COMPONENT COOLING SURGE TNKPhotographs Note: Overview of tank.Note: Overview of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-360 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5 1P2Status: YN NO] ULISeismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class1 21Equipment Description 21 COMPONENT COOLING SURGE TNKNote: Typical anchorage to structural steel.Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-361 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YN ND U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class1 21Equipment Description BORIC ACID TANKLocation:
Bldg. PAB Floor El. 98'-O" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. PAB Floor El. 98'-O" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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)?
Additional space is provided at the end of this checklist for documenting other comments.
Y[ NEI 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?
Anchorage
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI U0 N/ADl YZ NEI UD- N/AD--Y[ NEI uDl N/AD-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.
Y[ NEIThe anchorage configuration verification is required.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-362 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ ND UI-Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT E(Equipment Description BORIC ACID TANK 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.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Yes the anchorage is free of bent, broken, missing or loose hardware.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
quip. Class 1 21 Y[ NE-- UEI N/A--YN NE-U]u Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Yes soft targets are free from impact by nearby equipment or structures.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YN NEI U0 N/ADlYZ NEI UD- N/AD--Y[ NEI uDl N/AD-Yes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
YER ND' ur-- N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UDI N/AD and masonry block walls not likely to collapse onto the equipment?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-362 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YZ ND UI-Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT E(Equipment Description BORIC ACID TANK5. Is the anchorage configuration consistent with plant documentation?
One fluorescent light is burnt out nearby -not a seismic concem. CR IP2-2012-06354 issued to track resolution.
(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage? YI0 ND--] UD N/AD--]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-1 2-00037, Rev. 0, Page C-363 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NF- UF-I Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Other Adverse Conditions
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
quip. Class1 21Y[ NE-- UEI N/A--YN NE-U]uInteraction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YER ND' ur-- N/AD--8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YN ND UDI N/ADand masonry block walls not likely to collapse onto the equipment?
One fluorescent light is burnt out nearby -not a seismic concem. CRIP2-2012-06354 issued to track resolution.
: 9. Do attached lines have adequate flexibility to avoid damage? YI0 ND--] UD N/AD--]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-1 2-00037, Rev. 0, Page C-363 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: Y[ NF- UF-ISeismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class1 21Equipment Description BORIC ACID TANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NEI U--adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YN NEI U--adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


Line 1,344: Line 1,031:


Drawings and AWC.Drawings:
Drawings and AWC.Drawings:
9321-F-2510, (A200627),
9321-F-2510, (A200627), Rev 49, Primary Auxiliary buildinggeneral arrangement plans.684J905 Rev 40, Boric acid tank AWC-023 CAA~) GX&,e~Q2d Evaluated by: Nick Crispell Date: 10-22-2012 f')qn 10-22-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-364 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: Y[9 NE] U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Photographs Note: Boric Acid Tank Note: Typical anchorage.
Rev 49, Primary Auxiliary buildinggeneral arrangement plans.684J905 Rev 40, Boric acid tankAWC-023CAA~) GX&,e~Q2d Evaluated by: Nick CrispellDate: 10-22-2012 f')qn 10-22-2012 Dan NutaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-364 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 1P2Status: Y[9 NE] U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class1 21Equipment Description BORIC ACID TANKPhotographs Note: Boric Acid TankNote: Typical anchorage.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-365 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Eauioment Descridotion BORIC ACID TANK IP2 Status: YN N-' UD-]Equip. Class' 21 Note: Typical anchorage.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-365 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMATTACHMENT 9.6Sheet 5 of 5Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BATEauioment Descridotion BORIC ACID TANKIP2Status: YN N-' UD-]Equip. Class' 21Note: Typical anchorage.
Note: Typical anchorage.
Note: Typical anchorage.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-366 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2.Status:
EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-366 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2.Status: YN NE] Ui'-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class 1 21 Equipment Description 21 REFUELING WATER STORAGE TANK Location:
YN NE] Ui'-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class1 21Equipment Description 21 REFUELING WATER STORAGE TANKLocation:
Bldg. NTF Floor El. 82'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. NTF Floor El. 82'-0" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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)?
Additional space is provided at the end of this checklist for documenting other comments.
The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage
YE NI- U-- N/A[l 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?
: 1. Is the anchorage configuration verification required (i.e., is the item one YZ NEIof 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?
YE NI- U-- N/A[lYes the anchorage is free of bent, broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Mild corrosion.
Mild corrosion.
Acceptable, not a seismic concern.Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
Acceptable, not a seismic concern.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 theanchors?Small cracks near bolt nos. 30, 24 & 25. Acceptable, not a seismicconcern.Significant concrete spalling and numerous cracks near bolt nos.16,17,18,19.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Small cracks near bolt nos. 30, 24 & 25. Acceptable, not a seismic concern.Significant concrete spalling and numerous cracks near bolt nos.16,17,18,19.
See photos below. CR IP2-2012-06547 issued fortracking.
See photos below. CR IP2-2012-06547 issued for tracking.
LB-03 issued for resolution YZ NI-] UEI N/A[]YEI NN UI- N/AL!I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
LB-03 issued for resolution YZ NI-] UEI N/A[]YEI NN UI- N/AL!I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-367 of 434SEISMIC WALKOOWN CHECKLIST FORMATTACHMED Sheet 2 ofiT 9.65SEISMIC WALKDOWN CHECKLIST FORMIP2Status: YE NEI UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class' 21Equipment Description 21 REFUELING WATER STORAGE TANK5. Is the anchorage configuration consistent with plant documentation?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-367 of 434 SEISMIC WALKOOWN CHECKLIST FORM ATTACHMED Sheet 2 of iT 9.6 5 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YE NEI UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class' 21 Equipment Description 21 REFUELING WATER STORAGE TANK 5. Is the anchorage configuration consistent with plant documentation?
YO NEI U[-- N/AEl(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YO NEI U[-- N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configuration matches drawing 9321-F-1468, Rev 5and 9321-F-1004, Rev 1.6. Based on the above anchorage evaluations, is the anchorage free ofpotentially adverse seismic conditions?
The anchorage configuration matches drawing 9321-F-1468, Rev 5 and 9321-F-1004, Rev 1.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
No see question 4, and pictures below.YL NO UL1Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
No see question 4, and pictures below.YL NO UL1 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
The tank is very close to the nearby platform steel structure.
The tank is very close to the nearby platform steel structure.
Refer toAWC-032 for discussion.
Refer to AWC-032 for discussion.
LB-07 issued to resolve.'411 NO U[L] N/AEJ8. Are overhead equipment, distribution  
LB-07 issued to resolve.'411 NO U[L] N/AEJ 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI U[i N/A[l and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YZ NEI U[i N/A[land masonry block walls not likely to collapse onto the equipment?
Transmission line above the tank. Acceptable due to enough height Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Transmission line above the tank. Acceptable due to enough heightYes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YZ NEI ULi N/All[Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[-- NO UI-I of potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations, the equipment is not free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-368 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NI- UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class 1 21 Equipment Description 21 REFUELING WATER STORAGE TANK Other Adverse Conditions
: 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 NEI ULi N/All[Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[-- NO UI-Iof potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations, the equipment isnot free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-368 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: YZ NI- UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class1 21Equipment Description 21 REFUELING WATER STORAGE TANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YZ NEil UL-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YZ NEil UL-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1468, Rev 5, Primary and refueling water tanks concrete foundations.
9321-F-1468, Rev 5, Primary and refueling water tanks concrete foundations.
932 1-F-1004,Rev I Plan of the entrance roads units 1,2& 3A WC-032Evaluated by: Kirit ParikhDate: 10/25/2012 qlk4g04(k&#xfd;rNick Crispell10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-369 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YZ NEI UtSeismic Walk down Checklist (SWC) SWELI-094 Equipment ID No. O021RWST Equip. Class' 21Equipment Description 21 REFUELING WATER STORAGE TANKPhotographs Note: Tank 0021 RWST view.Note: The tank too close to the plafform railingEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-370 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 002IRWSTEquipment Descrption 21 REFUELING WATER STORAGE TANKIP2Status: YN NO UI-Equip. Class121Note: Significant Spalling and cracks near bolts 16and 17EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-371 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 1P2Status: YN NR UD--Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class1 21Equipment Description CONDENSATE STORAGE TANKLocation:
932 1-F-1004,Rev I Plan of the entrance roads units 1,2& 3 A WC-032 Evaluated by: Kirit Parikh Date: 10/25/2012 qlk4g 04(k&#xfd;r Nick Crispell 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-369 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NEI Ut Seismic Walk down Checklist (SWC) SWELI-094 Equipment ID No. O021RWST Equip. Class' 21 Equipment Description 21 REFUELING WATER STORAGE TANK Photographs Note: Tank 0021 RWST view.Note: The tank too close to the plafform railing EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-370 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 002IRWST Equipment Descrption 21 REFUELING WATER STORAGE TANK IP2 Status: YN NO UI-Equip. Class 1 21 Note: Significant Spalling and cracks near bolts 16 and 17 EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-371 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN NR UD--Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Location:
Bldg. CWST Floor El. 80'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. CWST 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 Walk down of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walk down 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.
Additional space is provided at the end of this checklist for documenting other comments.Anchoraqge
Anchoraqge
: 1. Is the anchorage configuration verification required (i.e., is the item one YO NDI of the 50% of SWEL items requiring such verification)?
: 1. Is the anchorage configuration verification required (i.e., is the item one YO NDIof 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?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 anchorage configuration verification is required.
Mild corrosion on the bolt surface, Acceptable, no seismic concern.Yes the anchorage is free of corrosion that is more than mild surface oxidation.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Minor cracks due to weather. Acceptable not a seismic concern.Yes the anchorage is free of visible cracks in the concrete near the anchors.Y[ NDI UDl N/AD-]Y1Z NEI UDI N/AD-YN NDI UD-- N/AD-'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Yes the anchorage is free of bent, broken, missing or loose hardware.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-372 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ NEIl UFI-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK 5. Is the anchorage configuration consistent with plant documentation?
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YE NEI UD3 N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Mild corrosion on the bolt surface, Acceptable, no seismic concern.Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
The anchorage configuration matches drawing 9321-F-1472-1 Rev I and 9321-F-1004-1 Rev 1.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI ui-]potentially adverse seismic conditions?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Minor cracks due to weather.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Acceptable not a seismic concern.Yes the anchorage is free of visible cracks in the concrete near theanchors.Y[ NDI UDl N/AD-]Y1Z NEI UDI N/AD-YN NDI UD-- N/AD-'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-372 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 IP2Status: YZ NEIl UFI-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class1 21Equipment Description CONDENSATE STORAGE TANK5. Is the anchorage configuration consistent with plant documentation?
Yes soft targets are free from impact by nearby equipment or structures.
YE NEI UD3 N/AD-(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
YZ NDI uFI N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UID N/AD:]and masonry block walls not likely to collapse onto the equipment?
The anchorage configuration matches drawing 9321-F-1472-1 Rev Iand 9321-F-1004-1 Rev 1.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NDI ui-]potentially adverse seismic conditions?
Yes overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
: 9. Do attached lines have adequate flexibility to avoid damage? Y; N[D- U[D 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-12-00037, Rev. 0, Page C-373 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YIZ NO UI-Z Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Other Adverse Conditions
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
YZ NDI uFI N/AD--8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, YN ND UID 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; N[D- U[D 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-12-00037, Rev. 0, Page C-373 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: YIZ NO UI-ZSeismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class1 21Equipment Description CONDENSATE STORAGE TANKOther Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YlM N[-] Ul-adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could YlM N[-] Ul-adversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould 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)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-1472, Rev 1, Condensate water storage tank concrete foundation.
9321-F-1472, Rev 1, Condensate water storage tank concrete foundation.
9321-F-1004, Rev 1, Plan of entrance roads units no. 1,2 & 3.AWC-034Evaluated by: Kirit Parikh~3X~uDate: 10/25/2012 10/25/2012 Nick CdsoeflEN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-374 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YO NiE] Ur-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class1 21Equipment Description CONDENSATE STORAGE TANKPhotographs Note: Condensate storage tank viewNote: Anchorage of the storage tankEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-375 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FoRMSheet 5 of 5Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CSTEquipment Description CONDENSATE STORAGE TANKIP2Status: Y[ NOI ULIEquip. Class121Note: The view above the storage tank.Note: The soft connections on the storage tankEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-376 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YE NDI U-Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class1 21Equipment Description FQ. DAY TANK NO. 21Location:
9321-F-1004, Rev 1, Plan of entrance roads units no. 1,2 & 3.AWC-034 Evaluated by: Kirit Parikh~3X~u Date: 10/25/2012 10/25/2012 Nick Cdsoefl EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-374 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YO NiE] Ur-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Photographs Note: Condensate storage tank view Note: Anchorage of the storage tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-375 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equipment Description CONDENSATE STORAGE TANK IP2 Status: Y[ NOI ULI Equip. Class 1 21 Note: The view above the storage tank.Note: The soft connections on the storage tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-376 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NDI U-Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description FQ. DAY TANK NO. 21 Location:
Bldg. EDG Floor El. 72'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. EDG 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 theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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.
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 YN ND of the 50% of SWEL items requiring such verification)?
Anchoraqe
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?
: 1. Is the anchorage configuration verification required (i.e., is the item one YN NDof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
Yes the anchorage configuration verification is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage is to structural steel not to concrete.YN NEI UD N/A[-YM NEI u- N/AD YD ND UD N/A0 I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-377 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YZ NEI- U-I Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description FQ. DAY TANK NO.21 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
YIE N[-I U-I N/AL](Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Anchorage is to structural steel not to concrete.
YN NEI UD N/A[-YM NEI u- N/ADYD ND UD N/A0I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-377 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YZ NEI- U-ISeismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class1 21Equipment Description FQ. DAY TANK NO.215. Is the anchorage configuration consistent with plant documentation?
YIE N[-I U-I N/AL](Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Anchorage matches calculation 91177-C-02.
Anchorage matches calculation 91177-C-02.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ Nil U[Ipotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ Nil U[I potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN NEI uiL N/AE--8. Are overhead equipment, distribution  
YN NEI uiL N/AE--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[Z NL-] UL] N/AL]and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, Y[Z NL-] UL] N/AL]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.
Yes overhead equipment, distribution  
: 9. Do attached lines have adequate flexibility to avoid damage? YN NL] U-- N/AL]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDl U[]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-12-00037, Rev. 0, Page C-378 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NEII UF--Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description F. O. DAY TANK NO. 21 Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could YN NEil U-I adversely affect the safety functions of the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage? YN NL] U-- N/AL]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDl U[]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-12-00037, Rev. 0, Page C-378 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YE NEII UF--Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class1 21Equipment Description F. O. DAY TANK NO. 21Other Adverse Conditions
Fire piping over top of tank is threaded and has sprinkler heads nearby.At time of walk down it was not known if system was a dry or wet system. Leaks could occur due to a sesmic event the would leak or spray water onto tank. Water leaking or spraying on tank is judged acceptable as there are no electrical components on tank. See A WC-011 for reference as well as photos below.Comments (Additional pages may be added as necessary)
: 11. Have you looked for and found no other seismic conditions that could YN NEil U-Iadversely affect the safety functions of the equipment?
Fire piping over top of tank is threaded and has sprinkler heads nearby.At time of walk down it was not known if system was a dry or wetsystem. Leaks could occur due to a sesmic event the would leak orspray water onto tank. Water leaking or spraying on tank is judgedacceptable as there are no electrical components on tank. See A WC-011 for reference as well as photos below.Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWC.Drawings:
Drawings and AWC.Drawings:
9321-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011q,\qa0Evaluated by: Nick CrispellDate: 10-16-2012
9321-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011 q,\qa0 Evaluated by: Nick Crispell Date: 10-16-2012
___________________________10-16-2012 Stephen Yuanfl;in AI~t~10-16-2012 Dan NutaqEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-379 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 1P2Status: YN NEI UrISeismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class1 21Equipment Description F.O. DAY TANK NO. 21Photographs Note: F.O. Day Tank for 21 EDGNote: Anchorage of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-380 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 5 IP2Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class1 21Equipment Description NON REGEN HEAT EXCHANGER NO 21Location:
___________________________10-16-2012 Stephen Yuan fl;in AI~t~10-16-2012 Dan Nutaq EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-379 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NEI UrI Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description F.O. DAY TANK NO. 21 Photographs Note: F.O. Day Tank for 21 EDG Note: Anchorage of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-380 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Location:
Bldg. PAB Floor El. 98'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Bldg. PAB Floor El. 98'-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 Walk down of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walk down 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.
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)?
Anchoraqe
YN NEI 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?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
Yes the anchorage is free of corrosion that is more than mild surface oxidation.
YN NEIThe anchorage configuration verification is required.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YZ ND ulI N/AD]YN NDI U[- N/AD Y[ ND U-- N/AD 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.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-381 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YIZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 5. Is the anchorage configuration consistent with plant documentation?
Yes the anchorage is free of bent, broken, missing or loose hardware.
YN NEI U- N/All (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Yes the anchorage is free of corrosion that is more than mild surfaceoxidation.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YZ ND ulI N/AD]YN NDI U[- N/ADY[ ND U-- N/ADYes the anchorage is free of visible cracks in the concrete near theanchors.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-381 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YIZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class1 21Equipment Description NON REGEN HEAT EXCHANGER NO 215. Is the anchorage configuration consistent with plant documentation?
YN NEI U- N/All(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Anchorage matches SEWS & drawing 9321-F-1169.
Anchorage matches SEWS & drawing 9321-F-1169.
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UEIpotentially adverse seismic conditions?
: 6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UEI potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes soft targets are free from impact by nearby equipment orstructures.
Yes soft targets are free from impact by nearby equipment or structures.
YN ND UD-J N/ADl8. Are overhead equipment, distribution  
YN ND UD-J N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NE UD-- N/AD-and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YN NE UD-- N/AD-and masonry block walls not likely to collapse onto the equipment?
Block wall penetration is seismicly qualified by Computech report R547.01.9. Do attached lines have adequate flexibility to avoid damage? YiN NO UD-1 N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NEI U[-D 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-12-00037, Rev. 0, Page C-382 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: Y[ NEI UD Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Other Adverse Conditions
Block wall penetration is seismicly qualified by Computech reportR547.01.9. Do attached lines have adequate flexibility to avoid damage? YiN NO UD-1 N/ADYes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NEI U[-Dof 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-12-00037, Rev. 0, Page C-382 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 IP2Status: Y[ NEI UDSeismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class1 21Equipment Description NON REGEN HEAT EXCHANGER NO 21Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could Y[i NEI Uil adversely affect the safety functions of the equipment?
: 11. Have you looked for and found no other seismic conditions that could Y[i NEI Uiladversely 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.
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings: 9321-F-2510, Rev 49, (A200627), Primary Auxiliary Building General Arrangement Plans.9321-F-1 169, Rev 14,(A200109), Primary Auxiliary Building Concrete Floor Plan at Elevation 98'.AWC-025 6/A&#xfd; 49 a~Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-383 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YI N[I UL-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class' 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Photographs Note: View of HX from door way into cubical Exchanger EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-384 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: YN NEI- U-I Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Note: North anchorage pedestal of HX.Note: South anchorage pedestal of HX.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-385 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 6 IP2 Status: Y&#xa5; Nil UK--Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class' 21 Equipment Description CCWHEATEXCH NO 21 Location:
9321-F-2510, Rev 49, (A200627),
Bldg. PAB Floor El. 80' to 98' Room, Area Manufacturer, Model, Etc. (optional but recommended)
Primary Auxiliary Building General Arrangement Plans.9321-F-1 169, Rev 14,(A200109),
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.
Primary Auxiliary Building Concrete Floor Plan atElevation 98'.AWC-0256/A&#xfd; 49 a~Evaluated by: Nick CrispellDate: 10-22-2012 Dan Nuta10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-383 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YI N[I UL-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class' 21Equipment Description NON REGEN HEAT EXCHANGER NO 21Photographs Note: View of HX from door way into cubicalExchanger EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-384 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 5 IP2Status: YN NEI- U-ISeismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class1 21Equipment Description NON REGEN HEAT EXCHANGER NO 21Note: North anchorage pedestal of HX.Note: South anchorage pedestal of HX.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-385 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 6 IP2Status: Y&#xa5; Nil UK--Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class' 21Equipment Description CCWHEATEXCH NO 21Location:
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 YZ NEil of the 50% of SWEL items requiring such verification)?
Bldg. PAB Floor El. 80' to 98' Room, AreaManufacturer, Model, Etc. (optional but recommended)
The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
YE Ni3 ur-1 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 oxidation?
Additional space is provided at the end of this checklist for documenting other comments.
Yes the anchorage is free of corrosion tOhat is more than mild surface oxidation.
Anchoraqe
: 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.YN NEI u-D N/A[-'I YX NEI U-- N/A[D I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
: 1. Is the anchorage configuration verification required (i.e., is the item one YZ NEilof the 50% of SWEL items requiring such verification)?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-386 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 1P2 Status: YZ ND UD-1 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCWHEATEXCH NO 21 5. Is the anchorage configuration consistent with plant documentation?
The anchorage configuration verification is required.
YN NDI 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.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YIZ NDI uD potentially adverse seismic conditions?
YE Ni3 ur-1 N/AElYes the anchorage is free of bent, broken, missing or loose hardware.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes the anchorage is free of corrosion tOhat is more than mild surfaceoxidation.
On 80' elevation conduit is close to tank with approximately 3/8" gap between tank wall and conduit. Judged ok given tank is a hard target.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?Yes the anchorage is free of visible cracks in the concrete near theanchors.YN NEI u-D N/A[-'IYX NEI U-- N/A[DI Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Fluorescent bulbs need wire securing bulb to fixture. One light bulb is out in the area. Judged ok and not to be seismic concern given hard target tank, valves, and piping in the area. CR IP2-2012-06354 issued to track resolution.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-386 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 6 1P2Status: YZ ND UD-1Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class1 21Equipment Description CCWHEATEXCH NO 215. Is the anchorage configuration consistent with plant documentation?
: 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-YM NDI uD N/AD-YZ NDI uDI N/AD YE NDI u[--D EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-387 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP2 Status: Y[ Ni-- UD-Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCWHEATEXCH NO 21 Other Adverse Conditions
YN NDI U-I N/AD(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could YM NE] UiD adversely affect the safety functions of the equipment?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YIZ NDI uDpotentially adverse seismic conditions?
Yes we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
On 80' elevation conduit is close to tank with approximately 3/8" gapbetween tank wall and conduit.
Judged ok given tank is a hard target.8. Are overhead equipment, distribution  
: systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Fluorescent bulbs need wire securing bulb to fixture.
One light bulb isout in the area. Judged ok and not to be seismic concern given hardtarget tank, valves, and piping in the area. CR IP2-2012-06354 issuedto track resolution.
: 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 freeof 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-YM NDI uD N/AD-YZ NDI uDI N/ADYE NDI u[--DEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-387 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 6 IP2Status: Y[ Ni-- UD-Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class1 21Equipment Description CCWHEATEXCH NO 21Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YM NE] UiDadversely affect the safety functions of the equipment?
Yes we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-2510, (A200627),
9321-F-2510, (A200627), Rev 49, Primary Auxiliary building general arrangement plans.9321-F-1 169, (A200109), Rev 14, Primary Auxiliary building concrete floor plan at elev.98'AWC-023 qv(49 1, Evaluated by: Nick Crispell Date: 10-22-2012 I)an NIIta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-388 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 6 IP2 Status: YE N[] U-]Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCW HEAT EXCH NO 21 Photographs Note: ceiling.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-389 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX EauiDment Description CCWHEATEXCH NQ 21 IP2 Status: YM NEI- U-]Equip. Class 1 21 Note: Typical anchorage on 80' elevation.
Rev 49, Primary Auxiliary building general arrangement plans.9321-F-1 169, (A200109),
Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-390 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equipment Descrption CCWHEATEXCH NO 21 IP2 Status: YN NEI Ur-Equip. Class 1 21 Note: Typical anchorage on 98' elevation.
Rev 14, Primary Auxiliary building concrete floor plan at elev.98'AWC-023qv(49 1,Evaluated by: Nick CrispellDate: 10-22-2012 I)an NIIta10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-388 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 6 IP2Status: YE N[] U-]Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class1 21Equipment Description CCW HEAT EXCH NO 21Photographs Note:ceiling.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-389 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 5 of 6Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHXEauiDment Description CCWHEATEXCH NQ 21IP2Status: YM NEI- U-]Equip. Class121Note: Typical anchorage on 80' elevation.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-391 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NO Iur Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Location:
Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-390 of 434ATTACHMENT 9.6SEISMIC WALKDOWN CHECKLIST FORMSheet 6 of 6Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHXEquipment Descrption CCWHEATEXCH NO 21IP2Status: YN NEI Ur-Equip. Class121Note: Typical anchorage on 98' elevation.
Bldg. CB Floor El. 15'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-391 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet I of 4 IP2Status: YZ NO IurSeismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class1 21Equipment Description INST AIR COMP 22 AFTERCOOLER Location:
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.
Bldg. CB Floor El. 15'-0" Room, AreaManufacturer, Model, Etc. (optional but recommended)
Additional space is provided at the end of this checklist for documenting other comments.Anchoracie
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Additional space is provided at the end of this checklist for documenting other comments.
YrI NZ The item is an in line component 2. Is the anchorage free of bent, broken, missing or loose hardware?YO-1 NE-I U- N/AE In line component.
Anchoracie
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YEll NEI u~l N/AM In line component.
YrI NZThe item is an in line component
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YEI NEI UEl N/AM In line component.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
YO-1 NE-I U- N/AEIn line component.
: 3. Is the anchorage free of corrosion that is more than mild surfaceoxidation?
YEll NEI u~l N/AMIn line component.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YEI NEI UEl N/AMIn line component.
I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-392 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 4 IP2Status: YN ND- U[--Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. 00221ACA Equip. Class1 21Equipment Description INST AIR COMP 22 AFTERCOOLER
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-392 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN ND- U[--Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. 00221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER
: 5. Is the anchorage configuration consistent with plant documentation?
: 5. Is the anchorage configuration consistent with plant documentation?
Yr-i NEI U- N/AN(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Yr-i NEI U- N/AN (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 in-line.6. Based on the above anchorage evaluations, is the anchorage free of Y[I NEI UW1potentially adverse seismic conditions?
Not applicable since component is in-line.6. Based on the above anchorage evaluations, is the anchorage free of Y[I NEI UW1 potentially adverse seismic conditions?
Yes, based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes, based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Yes, soft targets are free from impact by nearby equipment orstructures.
Yes, soft targets are free from impact by nearby equipment or structures.
YN NWJ u-- N/A-'8. Are overhead equipment, distribution  
YN NWJ u-- N/A-'8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NWI UW- N/AD-and masonry block walls not likely to collapse onto the equipment?
: systems, ceiling tiles and lighting, YN NWI UW- N/AD-and masonry block walls not likely to collapse onto the equipment?
The masonry brick wall was seismic qualified by Computech Report no.R547.01. Therefore, overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
The masonry brick wall was seismic qualified by Computech Report no.R547.01.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NWI U[-W N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-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-12-00037, Rev. 0, Page C-393 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NEI UL-Z Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Other Adverse Conditions
Therefore, overhead equipment, distribution  
: 11. Have you looked for and found no other seismic conditions that could YN NO UI-E adversely affect the safety functions of the equipment?
: systems, ceilingtiles and lighting, and masonry block walls are not likely to collapseonto the equipment.
Yes, we have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage? Y[ NWI U[-W N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-of potentially adverse seismic interaction effects?Yes, based on the above seismic interaction evaluations, theequipment is free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-393 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 4 IP2Status: YZ NEI UL-ZSeismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class1 21Equipment Description INST AIR COMP 22 AFTERCOOLER Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could YN NO UI-Eadversely affect the safety functions of the equipment?
Yes, we have looked for and found no other seismic conditions thatcould adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-F-3052, Rev 38, Equipment arrangement Control building.
9321-F-3052, Rev 38, Equipment arrangement Control building.AWC-001 cr~ E/6I~4~~VL4~LIOL~'.A  
AWC-001cr~ E/6I~4~~VL4~LIOL~'.A  
*J7. -.P Date: 10/9/12 10/9/12 Stephen Yuan Dan NiAta 10/9/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-394 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y[ N-] ULI Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Photographs Note: Inst Air Comp 22 Aftercoller.
*J7. -.PDate: 10/9/1210/9/12Stephen YuanDan NiAta10/9/12EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-394 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 4 IP2Status: Y[ N-] ULISeismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class1 21Equipment Description INST AIR COMP 22 AFTERCOOLER Photographs Note: Inst Air Comp 22 Aftercoller.
Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-395 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 1P2 Status: YN NEI U-I Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class 1 21 Equipment Description START AIR TANK 22DG Location:
Note:EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-395 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 1 of 5 1P2Status: YN NEI U-ISeismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class1 21Equipment Description START AIR TANK 22DGLocation:
Bldg. EDG Floor El. 67'-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)
Bldg. EDG Floor El. 67'-0" Room, AreaManufacturer, 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.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on theSWEL. The space below each of the following questions may be used to record the results of judgments andfindings.
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)?
Additional space is provided at the end of this checklist for documenting other comments.
YN Ni1 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?
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item oneof the 50% of SWEL items requiring such verification)?
YN Ni1Yes 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 surfaceoxidation?
Minimal surface corrosion on anchors & tank side. Judged acceptable.
Minimal surface corrosion on anchors & tank side. Judged acceptable.
: 4. Is the anchorage free of visible cracks in the concrete near theanchors?YN NEI ULI] N/ADY[ NEI U-I N/AD-Y[ NEI uD- N/AD-Coating is chipped on concrete pedestal and nearby floor. No noticable cracks of significance where observed.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI ULI] N/AD Y[ NEI U-I N/AD-Y[ NEI uD- N/AD-Coating is chipped on concrete pedestal and nearby floor. No noticable cracks of significance where observed.
Acceptable.
Acceptable.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-396 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 2 of 5 1P2Status: YN NO UD-1Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class1 21Equipment Description STARTAIR TANK 22DG5. Is the anchorage configuration consistent with plant documentation?
EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-396 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YN NO UD-1 Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class 1 21 Equipment Description STARTAIR TANK 22DG 5. Is the anchorage configuration consistent with plant documentation?
Y; NDi U[-I N/AZ1(Note: This question only applies if the item is one of the 50% for whichan anchorage configuration verification is required.)
Y; NDi U[-I N/AZ1 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEI Ur-1potentially adverse seismic conditions?
Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEI Ur-1 potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage isfree of potentially adverse seismic conditions.
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects7. Are soft targets free from impact by nearby equipment or structures?
Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Conduits and unistruts near by tank are close to touching tank. 1/8" to1/2" gap on some of the nearby conduits.
Conduits and unistruts near by tank are close to touching tank. 1/8" to 1/2" gap on some of the nearby conduits.
All occurences are judgedacceptable given robustness of conduits and the tank.8. Are overhead equipment, distribution  
All occurences are judged acceptable given robustness of conduits and the tank.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 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.
Yes overhead equipment, distribution  
: 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[ NEI UI- N/AD YN NEI U[- N/A--YZ NEI UD- N/ADl YZ NEI Uil EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-397 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NEI U[--Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class 1 21 Equipment Description START AIR TANK 22DG Other Adverse Conditions
: systems, ceiling tiles and lighting, and masonry block walls are not likely to collapse onto the equipment.
: 11. Have you looked for and found no other seismic conditions that could Y[ N[l ULi adversely affect the safety functions of 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 freeof 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 UI- N/ADYN NEI U[- N/A--YZ NEI UD- N/ADlYZ NEI UilEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-397 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 3 of 5 1P2Status: Y[ NEI U[--Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class1 21Equipment Description START AIR TANK 22DGOther Adverse Conditions
Fire piping above uses threaded fittings that could leak and spray due to a seismic event. At time of walk down it was not known if the system was a dry or wet system.: If they leak water the tank would remain operable.Comments (Additional pages may be added as necessary)
: 11. Have you looked for and found no other seismic conditions that could Y[ N[l ULiadversely affect the safety functions of the equipment?
Fire piping above uses threaded fittings that could leak and spray dueto a seismic event. At time of walk down it was not known if the systemwas a dry or wet system.:
If they leak water the tank would remainoperable.
Comments (Additional pages may be added as necessary)


==References:==
==References:==


Drawings and AWCDrawings:
Drawings and AWC Drawings:
9321-H-2250, Rev 7,Diesel generator building general arrangement plan9321-H-2251, Rev 5, Diesel generator building general arrangement sections.
9321-H-2250, Rev 7,Diesel generator building general arrangement plan 9321-H-2251, Rev 5, Diesel generator building general arrangement sections.AWC-011 Evaluated by: Stephen Yuan Date: 10-16-2012 Apqg; 6 X4?Nick Cdspell I 10-16-2012 10-16-2012 rJan Niita EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-398 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN Nn UL-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class' 21 Equipment Description START AIR TANK 22DG Photographs Note: EDG starting air tank Note: Base plate for starting air tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-399 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 IP2 Status: YN N["] U[-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class 1 21 Equipment Description STARTAIR TANK 22DG Note: Typical anchor bolt for 22ED SAT Note: Typical anchor bolt for 22EDSAT EN-DC-168 REV 0}}
AWC-011Evaluated by: Stephen YuanDate: 10-16-2012 Apqg; 6 X4?Nick CdspellI10-16-2012 10-16-2012 rJan NiitaEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-398 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORMSheet 4 of 5 IP2Status: YN Nn UL-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class' 21Equipment Description START AIR TANK 22DGPhotographs Note: EDG starting air tankNote: Base plate for starting air tankEN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-399 of 434ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRMSheet 5 of 5 IP2Status: YN N["] U[-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class1 21Equipment Description STARTAIR TANK 22DGNote: Typical anchor bolt for 22ED SATNote: Typical anchor bolt for 22EDSATEN-DC-168 REV 0}}

Revision as of 14:34, 9 July 2018

Indian Point, Unit 2 - Seismic Walkdown Report Update, Enclosure to NL-14-071 - Engineering Report No. IP-RPT-12-00037, Rev 1. Part 2 of 5
ML14168A060
Person / Time
Site: Indian Point Entergy icon.png
Issue date: 06/05/2014
From:
Entergy Nuclear Operations
To:
Office of Nuclear Reactor Regulation
References
NL-14-071 IP-RPT-12-00037, Rev 1
Download: ML14168A060 (214)


Text

Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-186 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN Nr-1 UD--Seismic Walkdown Checklist (SWC) SWELl-043 Equipment ID No. SOV-1230 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-187 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class' 8 Equipment Description SG 21 MSIV SOV Location:

Bldg. AFB Floor El. 77'-4" 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.Anchoraqge

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

YN 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?Not applicable since the anchorage is attached to steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

Y[ NEIl U[] N/A--Y[ NEil U- N/AZ-Y[:] NEIl ULI WN/A EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-188 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NDI UD--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21MSIVSOV 5. Is the anchorage configuration consistent with plant documentation?

YER 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 drawings A227166-3 6. Based on the above anchorage evaluations, is the anchorage free of Y[ 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.

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 U[] N/AD-YM ND:] UDI N/AD Y[ NDI UD- N/AD-YZ NEIUM EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-189 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NII Ui-Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21 MS/V SOV Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN N[D 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:

Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids. (Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stim sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 AWC-036ýqýEvaluated by: Stephen Yuan Date: 10125/2012 Date: 10,25)2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-190 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ NO- UI--Seismic Walkdown Checklist (SWC) SWELl-044 Equipment ID No. SOV-1231 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Control Room would not permit pictures.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-191 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YN NEI U U-]Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class' 8 Equipment Description SG 21 MSIV SOV Location:

Bldg. AFB Floor El. 77'-4" 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[ 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?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?Not applicable since the anchorage is attached to steel plate.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

Y[Z NEI U0 N/AD YZ NEI UD- N/A[D-Yr-] NDI Ur N/A EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-192 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YM Nil U-I Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV 5. Is the anchorage configuration consistent with plant documentation?

YN NEI 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 A227166-3 6. Based on the above anchorage evaluations, is the anchorage free of YER 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.

Y[ NDI N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI U[D 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? YM NDI uD- 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-12-00037, Rev. 0, Page C-193 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NIZ UDl Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YZ NEI uI-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:

Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids. (Con Ed drawing)Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 A WC-036 Date: 10/25/2012 Evaluated by: Stephen Yuan'2 _K~ ].. l.A. / 10/25/2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-194 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN Nil U-II Seismic Walkdown Checklist (SWC) SWELl-045 Equipment ID No. SOV-1232 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Control Room would not permit pictures Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-195 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YE NEI Ur-1 Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Location:

Bldg. AFB Floor El. 77'-4" 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[ 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?Not applicable since the anchorage is attached to steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YIZ NEI U-I N/AD-YZ NDI UD N/AD-YIO NO U-I N/A[E EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-196 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YM NO ULI Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV 5. Is the anchorage configuration consistent with plant documentation?

YE NEI U[-] N/AI--(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 drawing A227166-3.

6. Based on the above anchorage evaluations, is the anchorage free of YM N[D 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?

YM NEI U-I N/A--Yes, soft targets are free from impact by nearby equipment or structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI U-- N/AF-D 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?YM NDI UI- N/AD Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-12-00037, Rev. 0, Page C-197 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YZ NE] U-Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could Y[ 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:

Drawings and AWC Dwg A227166, Rev 3, Replacement of main steam isolation valve solenoids.

Dwg D227176, Rev 0, Gen sta Unit 2 main stm sys isol. Loops vas MS-1-21, MS1-22, MS1-23 &MS1-24 AWC-036_Date: 10/25/2012 Evaluated by: Stephen Yuan Paul Huebsch J Date: 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-198 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NEI UD-]Seismic Walkdown Checklist (SWC) SWELl-046 Equipment ID No. SOV-1233 Equip. Class 1 8 Equipment Description SG 21 MSIV SOV Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-199 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NE] URI]Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN Location:

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

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Fireproofing material obstructs view of some anchors. Checked visible anchors.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?Anchorage to structural steel.YE NEI U-- N/AL-YE] N:] uL- N/AD YE[I NEl U[- N/AE 1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-200 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN N[- UlI Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN 5. Is the anchorage configuration consistent with plant documentation?

Y-I NEI U[-I N/AN (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 YZ NWI UW1 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.

YZ NWI ul N/AW 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NW-I UWI N/AW--1 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 uWl N/A[--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NW-] uW 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-12-00037, Rev. 0, Page C-201 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NEI U--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class 1 9 Equipment Description EDG BLDG FAN Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YZ N[il 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:

Drawings and AWC A246342, Rev. 2, E.D.G. BLDG Ventilation AWC-01 1'I'/ 3 U cQ/6k boy Evaluated by: Nick Cfsoell Date: 10-15-2012 A10-15-2012 Stoe Yuan i]Stephen Yuan V~N~Dan Nuta 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-202 of 434 ATTACHMENT 9.6 SEISMIC WALKOOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE Nil UI--Seismic Walkdown Checklist (SWC) SWELl-047 Equipment ID No. F-318 Equip. Class' 9 Equipment Description EDG BLDG FAN Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-203 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y; NO UD-]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Location:

Bldg. FANHOUSE 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 YE-I NE of the 50% of SWEL items requiring such verification)?

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?

Y[N NEl ULIE 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 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[ NDI uL-D N/ADI YN NDI U[-] 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-12-00037, Rev. 0, Page C-204 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class' 9 Equipment Description CB PURGE & PAB EXHUAST FAN 5. Is the anchorage configuration consistent with plant documentation?

YOI NOI ULi 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 YN NEil u-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 NE] UD:] N/A[-]8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI 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? YE] ND UDl N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI 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-12-00037, Rev. 0, Page C-205 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YN NE] UI-Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YIN NEJ 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.

A metal pulley is on the floor due to maintenance in progress.

Not a seismic concern.Comments (Additional pages may be added as necessary)

References:

Drawings and AWC 9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections 9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans Plans AWC-031 Evaluated by: Kirit Parikh Date: 10/24/2012 q110 , Nick cris~np~f 10/24/2012 Nick cri-qnell EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-206 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: YN NF] U[]Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Photographs Note: Fan identification writing Note: Fan front view EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-207 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-048 Equipment ID No. 22CPEF Equipment Description CB PURGE & PAB EXHUAST FAN IP2 Status: Y; NEIl Ur-Equip. Class 1 9 Note: Fan anchorage view EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-208 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE NEI U[I Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Location:

Bldg. FAN HOUSE 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 of the 50% of SWEL items requiring such verification)?

YD- N M 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 anchors.I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YN NO U-J N/A-YZ Nil U-I N/A--YN NEI UrI N/A[-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-209 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YE NE] UF-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN 5. Is the anchorage configuration consistent with plant documentation?

YO] NEI U0- N/AN (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 YN NE] U-]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.YE NEI UE- N/AD Y[ NEI U[-1 N/A-'Y[ NEI UE] N/AE-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] U]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-210 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI UL-Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class' 9 Equipment Description CB PURGE & PAB EXHUAST FAN Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN NEO UOE 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.

A loose metal pulley is found on the floor due to maintenance in progress.

Not a seismic concern.Comments (Additional pages may be added as necessary)

References:

9321-F-4034, Rev 19, Fan House, PAB, FSB & CB Exh., Purge & Dilution Fans Sections 9321-F-4033, Rev 23, Fan House, PAB, FSB + CB Exh., Purge & Dilution Fans Plans A WC-031 Evaluated by: Kint Pankh Date: 10/24/2012 qlljýCX~~au Nick Crisnell 10.24/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-211 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NEI U--]Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equip. Class 1 9 Equipment Description CB PURGE & PAB EXHUAST FAN Photographs Note: Front v EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev, 0, Page C-212 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-049 Equipment ID No. 21CPEF Equipment Description CB PURGE & PAB EXHUAST FAN IP2 Status: YZ N[-] U[-]Equip. Class' 9 Note: Fan 21, facing front part of the fan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-213 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEIl U--Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9 Equipment Description EXHAUST FAN Location:

Bldg. ELE TUNNEL Floor El. 73'-7" Room, Area Behind EDG Bldg.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] NEI of the 50% of SWEL items requiring such verification)?

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?

Minor surface rust, acceptable 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?YO NEI N/A-WD Y[ NO uDl N/AD-YM NEI UD- N/AD 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-12-00037, Rev. 0, Page C-214 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ ND- UD-Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class 1 9 Equipment Description EXHAUSTFAN

5. Is the anchorage configuration consistent with plant documentation?

Y[ ND- UFI N/A[-D (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

The anchorage configuration verification is required and is consistent with the plant drawing 9321-F-3052-38 Rev 38.6. 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.

YN NDI N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YI NDI UD N/AD" and masonry block walls not likely to collapse onto the equipment?

Transmission lines over head well protected.

No seismic concern.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 UDI 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-12-00037, Rev. 0, Page C-215 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI U-I Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class 1 9 Equipment Description EXHAUST FAN Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YNi 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:

Drawings and AWC 9321-F-3052, Rev 38, Equipment Arrangement Control Bldg. UFSAR Figure No. 1.2-7 (SHT. 2)AWC-033 Evaluated by: Kirit Parikh Date: 10/25/2012 OP*A r 014?ýNik~k Nick Criqnefi 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-216 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y0 NE] UL Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equip. Class' 9 Equipment Description EXHAUST FAN Photographs Note: Front view of the Exhaust fan 21ETEF Note: The Fan and exhaust ducts EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-217 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-050 Equipment ID No. 21ETEF Equipment Description EXHAUST FAN Status: YER N-I UEl-Equip. Class' 9 Note: View of the base plate and anchors Note: Side view of the exhaust fan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-218 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NI-- UD--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Location:

Bldg. CB 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)?

Y[-- NO The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Fan is elevated significantly above the floor. Can not see all anchors do to the high elevation of fan. Yes for all anchors observorable from floor.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YO NOL UEZ N/AD]Y[ NEI UD- N/A-Surface corrosion.

Judged acceptable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?No concrete anchorage.

All anchorage to structural steel.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YDI NDI UD- N/AO EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-219 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NO UrI Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 5. Is the anchorage configuration consistent with plant documentation?

YDI NF-D UD 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 component is not part of the anchorage configuration verification.

6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI u0 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 NilI UEl N/A[8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NEI 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? YlN NDI UDl N/ADT Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDJ 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-12-00037, Rev. 0, Page C-220 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YM NO U--Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could Y[ 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)

References:

Drawings and AWC 9321-F-4017, Rev 28, (A-201041), Control building heating vent. And air conditioning plans and sections.9321-F-3052, Rev 38, Equipment arrangement control building.A WC-001 e 9 VV ow-ýEvaluated by: Nick Crispell Date: 10-9-2012.ght~nh~n Vii1nn Stenhen Yuan )ýqý10-9-2012 10-9-2012 Drin Niita EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-221 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YM N-] U-]Seismic Walkdown Checklist (SWC) SWELl-051 Equipment ID No. F-216 Equip. Class 1 9 Equipment Description WALL FAN #216 Photographs Note: Fan is at high elevation.

Only part of the anchorage/connection can be observed from ground.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-222 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN NEI UFD Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Location:

Bldg. TSC Floor El. 88-6" Room, Area Blda Roof 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.Anc;horage

1. Is the anchorage configuration verification required (i.e., is the item one Yol NO of the 50% of SWEL items requiring such verification)?

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage is present but not visible. Anchorage is covered with flashing and then flashing is cover with waterproofing as this is a roof mounted AC unit. Equipment has a large foot print and low CG therefore overturning is judged not to be a concern.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Y[I NEI U[- N/AN YEI NEI UD N/AM Same answer as question 2 above.4. Is the anchorage free of visible cracks in the concrete near the anchors?Same answer as question 2 above Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YDi NEI U-I N/A[EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-223 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YE NEI- UML Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)5. Is the anchorage configuration consistent with plant documentation?

YO NO U-I 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 YIZ NEI 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.

YN NW Ui N/A-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NWI UW 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? N- U- N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-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-12-00037, Rev. 0, Page C-224 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NE] UD--Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN Nil Uil 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:

Drawings and AWC A226593, Rev 0, Tech Support Center Part Plan Elev. 88'-6" HVAC Arrangement

& Sections 138208, Rev 15, Indian Point Unit No. I Plan at Elevation 88-6" AWC-036 Evaluated by: Kirit Parikh Date: 10/25/2012 quý49 r 016ký10/25/2012 Nick Cris-ell EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-225 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y; NEI] UI Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Photographs Note: The condensing unit,CCRAC2,with anchorage area covered with waterproof materials Note: Side view of the condensing unit EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-226 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 1P2 Status: YE NEI ULI Seismic Walkdown Checklist (SWC) SWELl-057 Equipment ID No. CCRAC2 Equip. Class 1 11 Equipment Description CONDENSING UNIT (24 TONS)Note: Soft connections on the condensing unit Note: The base of the condensing unit covered with waterproof matenals.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-227 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NEI[ UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Location:

Bldg. CB 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 YN NEl 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?Anchor bolts have double nuts. One extra nut on top is loose and not touching second nut. Bottom nut is tight. Judged acceptable.

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?Coated concrete.

No significant concrete cracking found.YN NDI UDl N/AD Y[ NE] UL] N/AD-YZ N] UDi N/A[-D I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-228 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YN NO UI-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 21/AC Ec Equipment Description INSTRUMENT AIR COMPRESSOR 21 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 matches SQUG (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.

uip. Class 1 12 YZ NEI U[L N/A--YN NEI DU[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.

YZ NEI ulE- N/A--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEi UE[ N/AD-and masonry block walls not likely to collapse onto the equipment?

The masonry brick wall was seismic qualified by Computech Report no.R547.01.9. Do attached lines have adequate flexibility to avoid damage? YN N[-E U[:] N/A-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN ND UE--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-12-00037, Rev. 0, Page C-229 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YX NFZ U-Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YZ NE! 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)

None. 0 UNISTRUT support on the east side of the EP-2 concrete pedestal has one member missing a bolt attached to the pedestal above the base. The support for the EP-2 power conduit is considered acceptable.

However, the missing bolt should be reinstalled.

CR IP2-2012-06495 issued for tracking.0 EP-2 tensioning bolt double nut has minor surface rust. OK.

References:

Drawings and AWC Drawings:

9321-F-3052, Rev 38, Equipment arrangement control building, UFSAR figure no. 12-7 9321-F-18543,Rev 10, Control and diesel generator building concrete plan elev. 15'AWC-001&AA;kg 4r~Q Evaluated by: Nick Cnspell Date: 10/09/2012 Stpnhen Yuan A-.-.-10/09/2012 10/09/2012 D Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-230 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NE] UMI Seismic Walkdown Checklist (SWC) SWELl-058 Equipment ID No. 211AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMPRESSOR 21 Photographs Note: Instrument Air Compressor 21 Note: EP-2 pedestal east UNISTRUT support.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-231 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: YZ NEI U[-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMP 22 Location:

Bldg. CB 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.Anchoragqe

1. Is the anchorage configuration verification required (i.e., is the item one YE NDI 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?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?

One comer bolt has two nuts. Bottom one is tight. Acceptable.

Minor surface rust on bolt. Grounding wire shows surface corrosion judged acceptable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?Concrete coated. No visible cracks in anchor area of significance.

Y[ NEI UE- N/AD-YO NDI UI- N/AD Y[E NEI U-I 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-12-00037, Rev. 0, Page C-232 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YE NI UI--Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class 1 12 Equipment Description INSTRUMENT AIR COMP 22 5. Is the anchorage configuration consistent with plant documentation?

YE NEI u-I N/A[-'(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YO NEI uil 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 NEI U-- N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YEi- NO uLI N/AD and masonry block walls not likely to collapse onto the equipment?

The masonry brick wall was seismic qualified by Computech Report no.R547.01.Brick wall has crack near column K8, 10.1, appears to be caused by local impact. Not major structural crack.Overhead fluorescent bulb doesn't have wire securing bulb to fixture.CR IP2-2012-06120 addresses the issue.9. Do attached lines have adequate flexibility to avoid damage? YO N[l UD-[ N/AD:]Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-233 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NI] UL-Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12 Equipment Description INSTRUMENT AIR COMP 22 10. Based on the above seismic interaction evaluations, is equipment free YN N[ Ur-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 YIZ N[i] UrI 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:

Drawings and AWC Drawings:

9321-F-3052, Rev 38, Equipment arrangement control building.AWC-001 I-1 V<6 6116ýýEvaluated by: Nick Cnspell Date: 10-9-2012 4-Yullqn Dan Nuta 10-9-2012 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-234 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NI- uL]Seismic Walkdown Checklist (SWC) SWELl-059 Equipment ID No. 00221AC Equip. Class' 12 Equipment Description INSTRUMENT AIR COMP 22 Photographs Note: Instrument Air Compressor 22 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-235 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE NF-D UD--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR

  1. 22 Location:

Bldg. EDG Floor El. 62'-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.Anchoraqle

1. Is the anchorage configuration verification required (i.e., is the item one Y[R NDl 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 u-l N/AD1 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[Z NEI-- UD 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 YN NDI UD-] N/AD--]anchors?Hairline cracks present. They are judged acceptable.

Enter the equipment class name from EPRI 1025286, Appendix1 B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-236 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR

  1. 22 5. Is the anchorage configuration consistent with plant documentation?

YN NEIl UI N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Matches SQUG (SEWS). 4 Clip angles welded to top plate which is anchor bolted into the concrete pedestal.6. Based on the above anchorage evaluations, is the anchorage free of YIZ 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.

YZ NDI UD- 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? YIZ ND-I UD- N/AD--Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YjZ 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-12-00037, Rev. 0, Page C-237 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YM NFh ULI Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Description STARTING AIR COMPRESSOR
  1. 22 Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could N[:I 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 safely functions of the equipment.

Comments (Additional pages may be added as necessary)

References:

Drawings and AWC Drawings:

9321-H1-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-1461, Rev 10, Diesel generator building concrete foundation plan.AWC-011 o/~ CXQAi Evaluated by: Nick Crisoell Date: 10-16-2012Vumn Stephen Yuan-;ý ýý ý -0) K%--10-16-2012 10-16-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-238 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YZ NO] U[]Seismic Walkdown Checklist (SWC) SWELl-060 Equipment ID No. 22EDAC Equip. Class 1 12 Equipment Descrption STARTING AIR COMPRESSOR

  1. 22 Photooranhs Note: EDG Starting Air Compressor
  1. 22 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-239 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ ND UD Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR 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.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the Rtem one of the 50% of SWEL items requiring such verification)?

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?

Y-- NO YO NEI U[-I N/AD-1 YO NEI U-- N/AE3 Surface corrosion on bolts and washers. Acceptable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?Concrete pedestal is chipped on south-west comer. Judged not seismicly significant.

Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YO NDl UD- N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-240 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NO U-I Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET 5. Is the anchorage configuration consistent with plant documentation?

YEI N[I U[- 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 YZ NE] U E-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 based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?

Brick wall south and block wall south-west for battery room 22 are seismiclly qualified by Computech report No. R547.01..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 uE- N/AE1 YM NEI UE-1 N/A Y[0 NEI U0 N/AEr YN NEI UE EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-241 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NF- Ur-I Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YjN 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)

Some fluorescent bulbs need wire restraints in room. Floresent light south of equipment needs new balast per taped on sign. This is not a seismic issue for this component as component is a hard target but is a seismic good housekeeping practice.

CR IP2-2012-06120 tracks resolution of these issues.East side vent panel missing 2 of 10 cover bolts. Judged acceptable seismicly by walkdown team. CR IP2-2012-6134 tracks resolution of this issue.

References:

Drawings and AWC Drawings:

9321-F-3052, Rev 38. Equipment arrangement control building.AWC-003 qvlýg C/IZr Evaluated by: Nick Cnspell Date: 10-10-2012 10-10-2012 Stephen Yuan.L ---10-10-2012 Dan NuLa EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-242 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YZ N[-] Ui-Seismic Walkdown Checklist (SWC) SWELl-061 Equipment ID No. 21MGS Equip. Class 1 13 Equipment Description 21 MACHINE GENERATOR SET Photographs Note: 21MACHINE GENERATOR SET Note: 21MACHINE GENERATOR SET EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-243 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: Y[ NDI U-I Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR 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 YOI NM 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[ ND U[I 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 Y[] NDI Ur] 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 Y] NDI UD 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-12-00037, Rev. 0, Page C-244 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YE NEI U[Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET 5. Is the anchorage configuration consistent with plant documentation?

YEI NEI U[- 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 the anchorage configuration verification is not required.6. Based on the above anchorage evaluations, is the anchorage free of YIZ NEI 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?

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?

Cable tray support frame (over top of 22 MG SET) appears too close to the conduit west of the frame. The frame might interact with the conduit.Additionally the cable tray support frame does not appear to be seismically designed.

License basis evaluation LB-01 determined that the cable tray support as well as the gap between the conduit and cable tray support was seismically adequate.

CR IP2-2012-06498 was issued to hold the LBE. Refer to AWC-003 for area walk by. The concern is accepted.9. Do attached lines have adequate flexibility to avoid damage?Y0 NEI UID N/AD Y[ ND U-1 N/AD--YE NDI UD- N/AD1 Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-245 of 434 ATTACHMENT 9.6 -SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NIl UIZ-Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET 10. Based on the above seismic interaction evaluations, is equipment free YE N-I 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 YN NEI uEI 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:

Drawings and AWC Drawings:9321-F-30523, Rev 50. Equipment arrangement control building.A WC-003)qý11ýEvaluated by: Stephen Yuan Date: 10/10/2012 quý(;r eA"-0-U Nick Cdsnell 10/10/2012 10/10/2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-246 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YM NEI U-I Seismic Walkdown Checklist (SWC) SWELl-062 Equipment ID No. 22MGS Equip. Class 1 13 Equipment Description 22 MACHINE GENERATOR SET Photographs Note: 22 MACHINE GENERATOR SET Note: OVERHEAD CABLE TRAY SUPPORT EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-247 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NDI U[i1 Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class 1 14 Equipment Description TRANSFER SWITCH Location:

Bldg. CB 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)?

YE NEI The anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Lock nuts connecting bottom unistrut to unistrut are not fully engaged with lock nut nylon. Acceptable as unistruts are welded together as called for on drawings.Cabinet door was opened and intemal components and anchorage of internal components were examined and judged acceptable.

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?Y9 NEI UiI N/AD YN NO LIU- N/Ai-'YD- ND- UD:- N/AN Anchorage is to structural steel not to concrete.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-248 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y] NDI UD-1 Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14 Equipment Description TRANSFER SWITCH 5. Is the anchorage configuration consistent with plant documentation?

Y] ND UL- N/AD-I (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches drawing 206651-9 6. Based on the above anchorage evaluations, is the anchorage free of Y[ ND UNl 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 UD] N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YIC NDI UD 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? YZ NDl UDl N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YEZ 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-12-00037, Rev. 0, Page C-249 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN NO UL-Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDDI Equip. Class' 14 Equipment Description TRANSFER SWITCH Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could Y[ NI Ui'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)

References:

Drawings and AWC Drawings:

A206651, Rev 9, Conduit layout control building elevation 15' and 33'A WC-002 quý49 r 61614ýýEvaluated by: Nick Crispell Date: 10-9-2012 10-9-2012 Stenhen Yu....n Stenhen Yuan Dan Nuta 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-250 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NEI] Ur-l Seismic Walkdown Checklist (SWC) SWELl-065 Equipment ID No. EDD1 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Photographs Note: Transferswitch Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-251 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YN NEI UIu Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Location:

Bldg. CB 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.Anchorapge

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

YZ NEI The anchorage configuration venfication is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Cabinet door opened. Internals where examined and judged to be adequately anchored.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YN N-] ULI N/A[Y[ NEI uEI N/A-Minor surface corrosion acceptable.

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.

YZ NO U'- N/AD7 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-252 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YZ NO UD-1 Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH 5. Is the anchorage configuration consistent with plant documentation?

YN Nil U[-I N/ALi (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches drawing 206646.6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEIl uil 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.

YZ NEI UOl N/AI-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, NO ULi N/ADl and masonry block walls not likely to collapse onto the equipment?

Masonry wall is seismically qualified by computech report R547.01 per SQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YIN NE] U-] N/AiL Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-253 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YN Nil U-I Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class' 14 Equipment Description TRANSFER SWITCH Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[E 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:

Drawings and AWC Drawings:

A206646, Rev 20, Conduit layout control building, elevation 15'-0" AWC-002 Ll k4V6 exk&Vu Evaluated by: Nick Crisoell Date: 10-9-2012 10-9-2012 Stephen Yuan V~NL~Dan Nuta 10-9-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-254 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NO] Uli Seismic Walkdown Checklist (SWC) SWELl-066 Equipment ID No. EDD2 Equip. Class 1 14 Equipment Description TRANSFER SWITCH Photographs Note: -Transfer Switch Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-255 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE] NEI UN Seismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Location:

Bldg. CB Floor El. 33'-Q" 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)?

No, the anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Cabinet shall be opened to inspect attachment of internal components to the cabinet. Cabinet can not be opened when powered.Anchorage external to cabinet checked and found to be free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

External 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?External anchorage is free of significant visible cracks in the masonry wall near the anchors.YE[ NEI UZ N/A[]YM Nn UE] N/A[]YM NEI uE] N/AE3 1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-256 of 434 ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YOI NO UN Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH 5. Is the anchorage configuration consistent with plant documentation?

Y[I NE] U-- 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[E] NE] UZ potentially adverse seismic conditions?

Cabinet need to be opened to inspect attachment of internal components to the cabinet. Cabinet can not be opened when powered.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 NE] UE] NIAE1 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NE] UE] N/AE]and masonry block walls not likely to collapse onto the equipment?

Block wall is seismiclly qualified by Computech report No. R54 7.01.Fluorescent bulbs need to be secured to fixtures with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture. It is judged the hard target inverter will remain operable if the florescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? Y[ NEI U[E] N/AE Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NE] UE]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-12-00037, Rev. 0, Page C-257 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YO NIO UE Seismic Walkdown Checklist (SWC) SWELI-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE NE] 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:

Drawings and A WC Drawings:

A206648, Rev 46, Conduit layout Control building, elev. 33' plan west half AWC-004)ýqýEvaluated by: Stephen Yuan Date: 10/11/12 qlllýNick Cnisnell 10/11/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-258 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YE] NR UO Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class 1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Photographs Note: STATIC INV #23 MANUAL BY-PASS SWITCH Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-259 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YN NEI ULI Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Location:

Bldg. CB Floor El. 33-0" Room, Area 21 Battery 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.

Add itional 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[- NZ 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?YM NE] ULI N/A-'Y; NEI Ui- N/ArD YER NEI UD N/ArT 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-12-00037, Rev. 0, Page C-260 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y[ NEIl UMI Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?

Yr-] NEI UL- 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 verification.

6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEIl 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?

Block wall is seismiclly qualified by Computech report No. R547.01.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?

CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb to fixture for good seismic housekeeping.

This is judged as a non seismic issue as bulbs falling would not render the hard target batteries inoperable.

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.YM NO UW N/A[YE NEI uW- N/Al YN NWI u- N/A[--]YM NEI' U EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-261 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YN NI-- UI-Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN NEI Uil 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:

Drawings and AWC Drawings:

9321-F-3052, Rev 38. Equipment arrangement control room.AWC-006)ýý týEvaluated by: Stephen Yuan Date: 10/10/12 6 Ai~6f2, CX&QAI Nick Cisoell 10/10/12 10/10/102 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-262 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YN NEI UD--Seismic Walkdown Checklist (SWC) SWELl-068 Equipment ID No. BATT21 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-263 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YM NEI U-L Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Location:

Bldg. CB Floor El. 33'-O" Room, Area 22 Battery 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 YL- 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?

YZ NEI U[i: N/AFIJ 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 YZ N[i urI N/A[-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! NEI UI- N/All 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-12-00037, Rev. 0, Page C-264 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NEI UrFl Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?

YEI NEI U0 N/A[Z (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 YIZ NEI U0-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?.

Fluorescent bulbs need to be secured with wires. CR IP2-2012-06120 tracks installation of wires to tie fluorescent bulb to fixture. It is judged the batteries (hard target) would remain operable if the fluorescent bulbs fall.Block wall is seismically qualified by Computech report No. R547.01.9. 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[ NEI UE- N/AD]YX NE] uE] N/AE]YZ NEI uEr N/AE]YN NE] uEl EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-265 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YN NEI uFi-Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YN 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)

Loose steel member (12" long) found under the battery rack. CR IP2-2012-06510 tracks resolution This is a non-seismic issue.

References:

Drawings and A WC Drawings:

9321-F-3052, Rev 38, Equipment arrangement control building.A WC-005ýAýEvaluated by: Stephen Yuan Date: 10/1012012 Nick Crisnell 10/10/2012 10/10/2012 D Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-266 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ NF-] UD--Seismic Walkdown Checklist (SWC) SWELl-069 Equipment ID No. BATT22 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs No photo due to restriction of EN-DC-217 Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-267 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: Y[ NO- UE-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK Location:

Bldg. CB Floor El. 33'-0" Room,Area BATTERY ROOM 23 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 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?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?Floor coated. No visible concrete cracks observed.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

Y[ NEI U0- N/AE--YE NEI U" N/A-'YE NEI UEi N/AD-EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-268 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YN NEI Ur-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK 5. Is the anchorage configuration consistent with plant documentation?

YO NDI u[l N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches drawing M-10398, M-10397, TMC53813, and SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UE-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.

YZ NEI U-I N/AD 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NDI UD- N/ADl and masonry block walls not likely to collapse onto the equipment?

Block walls of concem are qualified by SQUG (SEWS).9. Do attached lines have adequate flexibility to avoid damage?Yes attached lines have adequate flexibility to avoid damage.YM NEI u-- N/A--10. Based on the above seismic interaction evaluations, is equipment free YIN NDI u[-D 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-12-00037, Rev. 0, Page C-269 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NEI Ui-Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERY BANK Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[Z N[-] 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)

One overhead light is burnt out This is a non-seismic issue. CR IP2-2012-06510 issued to resolve.

References:

Drawings and AWC Drawings:

9321-F-3052, Rev 38, Equipment arrangement control building.AWC-015 Evaluated by: Nick Crispell C26~e~~u V~L~Date: 10-17-2012 10-17-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-270 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: Y2 NEil U-I Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equip. Class 1 15 Equipment Description BATTERYBANK Photographs Note: Battery rack 23 looking south-east.

Note: Battery rack 23 looking south-west.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-271 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-070 Equipment ID No. BATT23 Equipment Description BATTERYBANK Status: YE Nr- Ur Equip. Class 1 15 Typical baseplate and anchor bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-272 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NEIl U[-Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class 1 15 Equipment Description BATTERYBANK Location:

Bldg. CB Floor El. 33'-0" Room, Area 24 Battery 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)?

YOI N 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 from EPRI 1025286, Appendix B: Classes of Equipment.

YZ NEI U[- N/AI YO NEI U-I N/AZ-YO Nil UE1 N/A[--I EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-273 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YN NDl UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Ec Equipment Description BATTERY BANK 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.

luip. Class 1 15 YrI NDI UD-] N/A[YIZ NEI uI-Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?

YZ NEI U-- N/A[D]Block wall is seismically qualified by Computech report No. R547.01.There is a 1 Y" gap between block and a perpendicular block wall. The gap was judged large enough to prevent seismic pounding of the two walls by the walk down team.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?

One light is out. This is not a seismic concern. CR IP2-2012-06351 issued for tracking purposes.9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD N/AD-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YIE 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-12-00037, Rev. 0, Page C-274 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NE- UD--Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. ClassI 15 Equipment Description BATTERY BANK Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YIE NOi U[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:

Drawings and AWC Drawings:

A206640, Rev 10, Arrangement of equipment in cable spread room elevation 33'-0" AWC-016 Evaluated by: Stephen Yuan Date: 10/10/2012 Nick Crisoell 10/10/2012 Dra.os Nut.10/10/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-275 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NO UDl Seismic Walkdown Checklist (SWC) SWELl-071 Equipment ID No. BATT24 Equip. Class 1 15 Equipment Description BATTERY BANK Photographs No photo due to restriction of EN-DC-217 Note: Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-276 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 IP2 Status: YFI- NEi UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 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 YN NO 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.YE NE- UE[ N/AE]YE N[E] UE[ N/AE[Y[D N[E] uE[ N/AE[1 Enter the equipment class name from EPRJ 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-277 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YEI NM-] UM Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 5. Is the anchorage configuration consistent with plant documentation?

YI NEI UI- N/Afl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches drawing 01 1D13800.6. Based on the above anchorage evaluations, is the anchorage free of YE Nil ULi 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-I NE UI- N/Afl Gap between the cabinet and adjacent frame west of the cabinet is 0. 5". This seismic seperation requires analysis to determine adequacy.LB-08 was performed to resolve.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NI ULi N/AZ and masonry block walls not likely to collapse onto the equipment?

Floresent bulbs overhead are unsecured and could fall out of the light fixture. Hard target cabinet will protect internals from damage. Judged acceptable.

CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture for good seismic housekeeping.

Masonry block wall is seismically qualified by Computech Report no.R547. 01 as discussed in SQUG SEWS.9. Do attached lines have adequate flexibility to avoid damage? YE NEI ULi N/AEl Yes attached lines have adequate flexibility to avoid damage.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-278 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[I NEI UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 10. Based on the above seismic interaction evaluations, is equipment free Y[I- NI] UN of potentially adverse seismic interaction effects?Internals of cabinet could not be examined at time of inspection per OPS personnel as cabinet was active.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:

Drawings and AWC Drawings:

A206640, Rev 10. Arrangement of equipment in cable spreading room, elev. 33'0110D13800, Rev 7. Outline for the battery charger 22,24,21 and 23.AWC-004ýA ýEvaluated by: Stephen Yuan Date: 10/11/2012 qlh:(ýg Nick Crisnell 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-279 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YE] Nr-n UN Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 Photographs Note: Battery charger 21 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-280 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: YOI NOI UZ Equip. Class 1 16 Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equipment Description BATTERY CHARGER 21 7 -M ,,uEKT EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-281 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 lP2 Status: YO NO UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class' 16 Equipment Description BATTERY CHARGER 24 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?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.

Anchorage of cabinet to concrete floor is external to cabinet and was inspected.

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 NOl YE-- NEJ UZ N/AE]YE NEI UEi N/AEI Y[ Nil U- N/AE]Yes, the anchorage is free of visible cracks in the concrete near the anchor.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-282 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of4 4P2 Status: Y'-I NEI UZ Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 5. Is the anchorage configuration consistent with plant documentation?

YZ NDI ULI N/AEI (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

One Hilti anchor bolt is 3/8" diameter not 2 per DWG 01ID13800-7.

Smaller anchor bolt was documented by SQUG (SEWS) and is therfore seismically acceptable.

6. Based on the above anchorage evaluations, is the anchorage free of YZ NDT 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?

Masonry wall is qualified by computech report no. R547.9. 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[ NEI UD- N/AED YZ N[:] u-- N/AD1 YN ND- UD-- N/AD YE NEIUD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-283 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YEI NEII UN Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YN N[I- 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:

Drawings and AWC Drawings:01 ID13800, Rev 7, Outline for battery charger 22,24,21 & 23 A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004 A-vlýEvaluated by: Stephen Yuan Date: 10/11/2012 ql3\p or At;L,* el,4ý 11~l 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-284 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YEr- NR] UE Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class 1 16 Equipment Description BATTERY CHARGER 24 Photographs Note: 3/8" anchor on north-west comer Note: North-east comer EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-285 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y--I NE] UE Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAl Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #21 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 Ni Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet is to be powered down, opened and internals inspected.

Anchorage of cabinet to concrete floor is external to cabinet and was inspected.

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.

YO NO UE N/AEI YE NO U- N/AEl YE NEI ULI N/AEI EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-286 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YiOI NO UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Eq Equipment Description 10 KVA STATIC INVERTER #21 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 matches description provided in SQUG (SEWS) and DWG 011D13800-7.

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' 16 YN NEI ULI N/A[D YN NEI UL 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 N- U[l] N/A[l 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE ND UOI N/AD and masonry block walls not likely to collapse onto the equipment?

Masonry wall qualified by computech report no. R54 7.01 per SQUG (SEWS).9. Do attached lines have adequate flexibility to avoid damage? YE Ni U[iJ N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NO 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-287 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YDI NEI UE Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE Nl U[IJ 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:

Drawings and AWC Drawings:

A206640, Rev 10, arrangement of equipment in cable spreading room elev. 33'.AWC-004 quý49 c3iqau Evaluated by: Nick Crispell Date: 10/11/2012 Steohen Yuan 10/11/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-288 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YEI NEI UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #21 Photographs Note: Cat)IlIML Note: North west anchor EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-289 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Shoot 5 of 5 IP2 Status: YEr NM] UN Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #21 Note: South-west anchor Note: East anchors EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-290 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YI-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #23 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)?

Y[I NO The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of internal components to cabinet could not be inspected as operations is not allowed to open cabinet when cabinet is powered.Cabinet to be powered down and opened for internal inspection.

Anchorage of cabinet to concrete floor is extemal to cabinet and was inspected.

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.

YEI NEI U[ N/All Y[ N I U[-I N/AEI YO NDi U-I N/A[I EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-291 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YLI NIh UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 5. Is the anchorage configuration consistent with plant documentation?

Y[- NEI 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[ 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?

YZ NEI U[-I N/AIII Yes soft targets are free from impact by nearby equipment or structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, .YO NEI ULi N/AE]and masonry block walls not likely to collapse onto the equipment?

Block wall is seismiclly qualified by Computech report No. R547.01.Fluorescent bulbs need to be secured to fixture with wires. CR IP2-2012-06120 tracks installation of wires to tie florescent bulb to fixture. It is judged the hard target inverter will remain operable if the fluorescent bulbs were to fall on it.9. Do attached lines have adequate flexibility to avoid damage? YN No UFI N/AII Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NEI U[-i 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-12-00037, Rev. 0, Page C-292 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YI-- NEIl UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE 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:

Drawings and A WC Drawings:

A206640, Rev 10, Arrangement of equipment in cable spreading room elev. 33'AWC-004 quý-4, 9, Evaluated by: Nick Crispell Date: 10/11/2012 10/11/2012 Stephen Yuan EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-293 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: YEf Nr] UN Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description 10 KVA STATIC INVERTER #23 Photographs Note: 10 KVA Static inverter #23 Note: Right side anchorage.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-294 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Shoot 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equipment Description 10 KVA STATIC INVERTER #23 1P2 Status: YE--L NO U[Equip. Class' 16 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-295 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE! NEI UE Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Location:

Bldg. EDG 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 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?Anchorage of components internal to cabinets attached to diesel where not examined.

Opening cabinets attached to EDG's needs to be schedueled for the next diesel generator outage. Internals are to be inspected when cabinets are opened.External anchorage was inspected and is acceptable.

3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YZ NEI YE- NEI UN N/AEl YE NEI UE- NIAE1 Minor surface rust. Accepable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?A few minor hair like cracks. No significant structural cracks.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YE NEI[ U[i N/All EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-296 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YEr NEI UZ Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 21 5. Is the anchorage configuration consistent with plant documentation?

Y[ N[-] U[III N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ N[-] U0 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[ NE UE- N/AE Numerious tubes touch each other. Judged OK.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?

YE NEI UI N/AEl Refer to A WC-01 1 for partition discussion.

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.YZ NEYUEi N/AE YZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-297 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YRll NEI UN Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YZ 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)

West lower air filters bottom clip does not hold air filter in place. Air can by-pass filter Operations personnel fixed issue while inspection team was their. Operations CR IP2-2012-06238 issued for trend tracking resolusion.

References:

Drawings and AWC Drawings:

9321-H-2250, Rev 7, Diesel generator building general arrangement plan.9321-F-18533 (A201351), Control and diesel generator buildings foundation plan and details.AWC-011 qv(A Evaluated by: Nick Crispell Date: 10/1512012 St~nh~n Ywin 10/15/2012 Stephen Yuan Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-298 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Photographs Note: DIESEL GENERATOR NO 21.Note: LOWER AIR FILTER NOT FULLY LATCHED.EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-299 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM I Sheet 5 of 5 IP2 Status: YEI NEý UE Equip. Class 1 17 Seismic Walkdown Checklist (SWC) SWELl-076 Equipment ID No. 21EDG Equipment Descrption DIESEL GENERATOR NO. 21 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-300 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 8 Status: Y[D Nr7 UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 22 Location:

Bldg. EDG Floor El. 72'-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)?

Yes the anchorage configuration verification is required.2. Is the anchorage free of bent, broken, missing or loose hardware?Anchorage of components internal to cabinets attached to diesel where not examined.

Opening cabinets attached to EDG's needs to be scheduled for the next diesel generator outage. Internals are to be inspected when cabinets are opened.Southwest of the EDG near the western post of the EDG exhaust pipe there is a base plate missing 1 of 4 anchor bolt nuts. This is judged seismically adequate as this base plate was abandoned from the old EDG exhaust pipe support and now a 4" pipe bears on but is not welded to the base plate.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YN NEI YO- NEI UN N/A[YE NrO u[:] 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-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-301 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 8 Status: YEI NDI UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 4. Is the anchorage free of visible cracks in the concrete near the Y-I NZ U[-] N/AD anchors?EDG Pedestal has some minor hair line cracks that are none structural.

They are not near the anchors. Acceptable.

EDG exhaust pipe is supported on a post frame that also supports fuse panel for 22 Pre Lube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR. This support has damaged & missing grout under the eastern post base plate. LB-Il was issued to resolve.5. Is the anchorage configuration consistent with plant documentation?

YN NEI ULIE N/AD (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NI- 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?

A lot of tubing, hoses, etc. touch each other. All occurences where judged acceptable.

Some but not all of the occurences are noted below.-Fuel oil filter line DF-80 touches DF-78 on sooth west side of 22EDG.-EDG DLO 13-1 EDG 22 STRNR Vent Stop Valve tubing touches pipe to 22EDLOS.-EDG JWP-1-1 22EDG PS-I-I and PS-5-1 stop tubing touches pipe to FE-6469 on east side of 22EDG.-Line on west side of 22EDG to DLO-539 touches line to DF-107.Y[ ND- UD- N/AD EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-302 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 8 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI- U-I N/AEl and masonry block walls not likely to collapse onto the equipment?

Refer to A WC-O11 for partition discussion.

9. Do attached lines have adequate flexibility to avoid damage? YE NEI U[:D N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEl- 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 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.

YN NEIUE EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-303 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 8 Status: Yr-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Comments (Additional pages may be added as necessary)

The following are house keeping issues and judged acceptable for seismic concerns.Grating at valve DA-559 DG22 Starting Air Right Side supply is touching valve hand wheel. This is a non- seismic issue.One of the roof light bulbs is out. CR IP2-2012-06515 issued to track resolution.

Minor surface rust on some threaded rods, bolts, nuts, and other components.

Judged acceptable.

Flange on 22EDG JW & LO Coolers cooling WTR outlet has one out of 23 bolts flush with nut. Judged acceptable.

Latch on 22EDG Gauge board cover panel on north side is not latched. CR IP2-2012-06238 issued to track resolution.

Noted WRT 00172112 was tagged to track resolution of a leak on south east side of diesel.Evidence of oil leaks below south side of diesel typical for all diesels in area. Judged acceptable.

References:

Drawings and AWC Drawings:

932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.CR IP2-2012-06515 CR IP2-2012-06238 WRT 00172112 AWC-011 Evaluated by: Nick Crispell eAA~ CX(~#au Date: 10-15-2012 10-15-2012 Stenhen Yuan-:ý ýý ý -0) mr-o'.Dan Niita 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-304 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 8 Status: YEI NEI UO Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Photographs Note: Flange on 22EDG JW & LO Coolers cooling WTR outlet with flush nut and showing minor surface corrosion.

Note: Minor surface corrosion on flange couplings.

Possible galvanic corrosion stainless steel pipe and carbon steel bolts.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-305 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 8 Status: Y[I NO] US Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 Note: Shows fuse panel for 22 Pre Lube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR that has damaged & missing grout under the eastern (close) posts base plate.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-306 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 7 of 8 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG EauiDment Descrotion DIESEL GENERATOR NO. 22 Status: YDI Nil U[Equip. Class 1 17 W'!ifJitr.1 IU DD (u~u ulJiI luUUUfigl.

IIULU. LUfL Oi l V11"-r-LA7 U gJ1UdU LUOVGfi panel on north side is not latched.EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-307 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 8 of 8 Sheet 8 of 8 Seismic Walkdown Checklist (SWC) SWELl -077 Equipment ID No. 0022EDG Eauioment Descriotion DIESEL GENERATOR NO. 22 Status: YLI NEI UN Equip. Class 1 17 note: e uracKea wets on parrwon wan oerween diesels.Note: Flimsy partition wall between diesels that needs verification of seismic design.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-308 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE] NO] UZ Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Location:

Bldg. EDG Floor El. 72"-" 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?Anchorage of components internal to cabinets attached to diesel where not examined.

Opening cabinets attached to EDG's needs to be schedueled for the next diesel generator outage. Intemals are to be inspected when cabinets are opened.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YN NEI YE:] NEI ULI N/AE]Y[ NI] UE] N/AE]Surface corrosion.

Not significant.

4. Is the anchorage free of visible cracks in the concrete near the anchors?Minor hair line cracks. Not significant.

'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YE NE:] UE] N/AE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-309 of 434 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 Sheet 2 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YEI-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 5. Is the anchorage configuration consistent with plant documentation?

YM NE] uF- N/AE](Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches the SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEi U0-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[ N[] U-' N/A[l 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y; NEI U0] N/AE]and masonry block walls not likely to collapse onto the equipment?

Refer to A WC-O 1I for partition discussion.

9. Do attached lines have adequate flexibility to avoid damage?Numerious lines touching.

Judged acceptable.

YZ NE] UE] N/A[]10. Based on the above seismic interaction evaluations, is equipment free YN NEI UE-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-12-00037, Rev. 0, Page C-310 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y-I NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. 0023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YN 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)

I of 4 air filter latches do not hold air filter in place. Air can by-pass filter. Operations personnel fixed issue in our presence.

CR IP2-2012-06238 issued for trend tracking purposes.

References:

Drawings and AWC Drawings:

9321-H-2250, Rev 7, Diesel generator building general arrangement plan, AWC-011%AA4g .C&e " Evaluated by: Nick Crispell Date: 10/15/2012 10/15/2012 Stephen Yuan )A-rfýW; ýý V--)wit: Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-311 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Yr-E NEI UN Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Photographs Note: DIESEL GENERATOR NO 23.Note: PERTITION WALL BETWEEN GENERATORS.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-312 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEI- U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 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 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?

YE NEi U-I N/A[: 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 NEi UI[ N/All 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 NEI U[-] N/AEl 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-12-00037, Rev. 0, Page C-313 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YEE NEI UL--Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class' 18 Equipment Description INSTRUMENT RACK 5 5. Is the anchorage configuration consistent with plant documentation?

YE NE uE N/AO (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

The anchorage configuration at the base of the rack is consistent with drawing 9321-F-7003-23

& SQUG (SEWS). The anchorage at the base was observed directly and the anchorage at the top was observed by use of a camera held overhead..

6. Based on the above anchorage evaluations, is the anchorage free of Y[ NE] U[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 7' tall Rack 5 is anchored at the top and bottom per drawing 9321-F-7003. There are conduits/tubing fixed on the concrete wall and going into the rack. During a seismic event the rack will move with the concrete wall preventing it from beating against the wall. Conduits entering Rack 5 are attached to the concrete wall which the rack is attached to so conduits and rack will move together during a seismic event.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?

The fluorescent light tubes need wires securing them to the fixture to prevent them from falling on the rack in a seismic event. Several fluorescent lights are out and need to be replaced.

CR IP2-2012-06483 has been issued to track resolution.

9. Do attached lines have adequate flexibility to avoid damage?YE NE UE N/A[]YEll NE uOl N/A[:]YE[ NZ U[i] N/AE]See response to #7.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-314 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NEI UE-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 10. Based on the above seismic interaction evaluations, is equipment free YZ NEIl uL-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[ 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:

1. SQUG INSTRUMENT RACK 5 2. DWG 9321-F-7003, Rev 23,(A201097), Transmitter racks piping arrangement-sht.

No.2 instrumentation.

3. CR IP2-2012-06483
4. AWC-035ýA ýEvaluated b a S nhen Yuan Date: 10/25/2012 Jr, i 2 YJ~Y ,~f 6-Paul Huebsch 10/25/2012 Paul Huebsch EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-315 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NR U-Seismic Walkdown Checklist (SWC) SWELl-079 Equipment ID No. INSTRK5 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 5 Photographs Note: View at the top of rack 5 showing the two clip angle supports attaching the rack to the wall.Note: Close up view of far top connection EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-316 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Note: Close up view of near top connection Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-317 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 1P2 Status: YE NE] ULI Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING 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 item one of the 50% of SWEL items requiring such verification)?

YE[I N In-line valve. No anchorage to check.2. Is the anchorage free of bent, broken, missing or loose hardware?YED NEI UE N/A[R Not applicable since it is an in-line valve.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YE] NEI LiE] N/AOx Not applicable since it is an in-line valve.4. Is the anchorage free of visible cracks in the concrete near the anchors?YE] NE] urI N/AO Not applicable since it is an in-line valve.'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-318 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN ND UDýSeismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Ec Equipment Description AUX. FWP TURB SUPP PRESS REDUCING 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 component is an in-line valve.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 18 YEI NEI UI- N/AZ Y[ NEI U-l Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?

YE NEi U[I- N/AE--Tubing over head between valve and MS-576 is near to touching control conduits for PC V-1139. Judged acceptable.

Tubing to IA-1 196 close to control conduit. Judged acceptable.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NEI UED N/AD-and masonry block walls not likely to collapse onto the equipment?

Fluoresent light needs wire securing bulb to fixture. CR IP2-2012-06483 issued to track resolution.

This is considered a non-seismic issue for this item.Light bulb out near valve PC V-1 139. CR IP2-2012-06483 issued to track resolution.

9. Do attached lines have adequate flexibility to avoid damage? YZ N[-- U-I N/ADl Unistrut on containment wall near tubing elbow tubing line judged to have adequate flexibility.

Tubing clamp is near end of unistrut is judged acceptable due to negligible weight of tubing.Tubing to MS-576 support near end of unistrut.

Judged acceptable given negligible weight of tubing.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-319 of 434 ATTACHMENT 9.6 Sheet 3 of 4 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: Y[ NEI U--Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE 10. Based on the above seismic interaction evaluations, is equipment free NI-] 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 adversely affect the safety functions of the equipment?

Support for P1-1261 is braced from the pipe near wear this valve PCV-1 139 is mounted. This is a non typical design detail that is judged acceptable for a seismic event.YN NEI uE[Comments (Additional pages may be added as necessary)

References:

Drawings and AWC Drawings:

B226033,Rev 3, Auxiliary boiler feed pump # 22 instrument piping detail for PCV-1 139.B226034, Rev 1, Auxiliary boiler feed pump # 22 instrument control rack detail for PC V- 1139.9321-F-7053,(A201147)

Rev 38, Auxiliary boiler feed pump room instrument piping sht.No. 2 Instrumentation.

CR IP2-2012-06483 AWC-035 Evaluated by: Nick Cnspell 0 TZ~, C/C~J2u Date: 10-15-2012 10-15-2012 Stenhen Yuan-16-Dan Nuta 10-15-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-320 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y[ NO] Ui Seismic Walkdown Checklist (SWC) SWELl-080 Equipment ID No. PCV-1139 Equip. Class 1 18 Equipment Description AUX. FWP TURB SUPP PRESS REDUCING VALVE Photographs Note: Photo showing tubing above PCV-11l that is touching and very close to other components.

Judged acceptable given flexibility and weight of tubing.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-321 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YOI NEI UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Location:

Bldg. EDG 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 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?Cabinet was not opened for internal inspection.

Cabinet can not be opened when powered. Cabinet needs to be powered down and intemals inspected.

External anchorage is present and was inspected.

External anchorage is free of bent, brocken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Y[I NE YD- N[- UN N/AII YE NDI U[-] N/AD Minor surface corrosion.

Judged OK 4. Is the anchorage free of visible cracks in the concrete near the anchors?Floor is coated. No visible cracks.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YE NDI U[D N/All EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-322 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YEI NEI UZ Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. 1P2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL 5. Is the anchorage configuration consistent with plant documentation?

Y[-] NEI U[:] N/An (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! NEI UN potentially adverse seismic conditions?

Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.

However internal components must be examined when cabinet can be opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?

Y[ NE! U[] N/AE!Yes soft targets are free from impact by nearby equipment or structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEI UE! N/AE!and masonry block walls not likely to collapse onto the equipment?

Speaker and heater overhead judged to be adequately supported.

9. Do attached lines have adequate flexibility to avoid damage? YZ NE! UE! N/AE]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NE!] UE 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-12-00037, Rev. 0, Page C-323 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y'-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL 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)

Top right cover screw is loose. Panel is judged by the walkdown team to be seismicly adequate with missing screw. Operations personnel fixed issue immediately for walkdown team.

References:

Drawings and A WC.Drawings:

9321-F-3049, Rev 30, Conduit layout diesel generator building, elev 67' and 72' plan.A209208, Rev 11. Conduit layout diesel generator building, elev 67' and 72' section 4 Details.932 1-H-2250,Rev

7. Diesel generator building general arrangement plan.AWC-011 6 Ake)(Evaluated by: Nick Crispell Date: 10/15/2012

)ýqýStephen Yuan 10/15/2012 Dan Nuta 10/15/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-324 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE] NO UN Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class 1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Photographs Note: EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PANEL.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-325 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YIM ND-- Ui-Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Location:

Bldg. EDG 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.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one YDI NO of the 50% of SWEL items requiring such verification)?

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?

Minor surface rust. Judged OK.4. Is the anchorage free of visible cracks in the concrete near the anchors?Anchorage to structural steel, not to concrete.YO NEI U-I N/Ar-D YO NEI U0 N/A[--Y-- NEI UD1 N/AM I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-326 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NDI UI--Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 E Equipment Description EDG BLDG THERMOSTAT

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 19 YE] NO U[:I N/AE YN N- U[I 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 ND uMl N/AD7 8, Are overhead equipment, distribution systems, ceiling tiles and lighting, YE ND U[I 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? 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 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-12-00037, Rev. 0, Page C-327 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: Y[ NEI U[-I Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN 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)

References:

Drawings and AWC Drawings:

9321-F-1460, (A201195), Rev 15, Diesel Generator Building Plan, Section and Elevation.

9321-F-3049, Rev 30, Conduit Layout Diesel Generator Building, Elevation 67' and 72'.A209208, Rev 11, Conduit Layout Diesel Generator Building, Elevations 67' and 72'Sections and Details.AWC-011ýArlýDate: 10/15/12 K.a.......

.an qv(ýg r enýýýNick CnsDefl.L-- -10/15/12 10/15/12 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-328 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ Ni ULi Seismic Walkdown Checklist (SWC) SWELl-084 Equipment ID No. ELJ-10 Equip. Class 1 19 Equipment Description EDG BLDG THERMOSTAT Photographs No photo due to restriction of EN-DC-217 Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-329 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YN NE] U--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Location:

Bldg. PAB Floor El. 98'-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)?

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?Temperature element is inline, and therefore anchorage inspection not applicable.

3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Temperature element is inline, and therefore anchorage inspection not applicable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?Temperature element is inline, and therefore anchorage inspection not applicable.

YEI] NE] UE] NWAN YE-] NE] uE]- YEI NE] UEI 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-12-00037, Rev. 0, Page C-330 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YM NE] UD--Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT 5. Is the anchorage configuration consistent with plant documentation?

Y-I NDl UD N/AS (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Temperature element is inline, and therefore anchorage inspection not applicable.

6. Based on the above anchorage evaluations, is the anchorage free of YZ NDE ULEI 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?

YIE NEI U[-I N/AD-I Yes soft targets are free from impact by nearby equipment or structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NDI UD N/AD: and masonry block walls not likely to collapse onto the equipment?

Block wall penetration (approximately 4' x 4') is qualified by Computech report R547.01.9. Do attached lines have adequate flexibility to avoid damage? YIE NDI UD: N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-12-00037, Rev. 0, Page C-331 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YIZ N[ U[n 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:

Drawings and AWC Drawings:

9321-F-1397, Rev 21, (A200204), Primary Auxiliary building floor plans and elevations.

9321-F-2592, Rev 38, (A200678), Primary Auxiliary buildingcomposite piping arrangement sections sheet no. 7 AWC-025 qk6(4 Cexik-,1 Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta M4 " 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-332 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NM U'-I Seismic Walkdown Checklist (SWC) SWELl-085 Equipment ID No. TE-130 Equip. Class 1 19 Equipment Description NON REGHX OUTLET LETDOWN TEMP ELEMENT Photographs Note: Temperature element closeup.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-333 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: Y-I NEI UO Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Location:

Bldg. EDG 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 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?Internal anchorage could not be checked as panel is not allowed to be opened when panel is powered. Panel to be powered down and internal anchorage inspected when possible.External anchors where inspected and are free of bent, broken, missing or loose hardware.3. Is the anchorage free of corrosion that is more than mild surface oxidation?

No corrosion found on extemal bolts. Internal bolts could not be observed as panel could not be opened.4. Is the anchorage free of visible cracks in the concrete near the anchors?YEl- NO YEll NEI UE NIAD Y[E] N[E] UN N/AEJ Y[:] NEi UO N/AE]Internal bolts could not be observed since panel could not be opened.No visible cracks at external anchors.1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-334 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y0-- NEI UN Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL 5. Is the anchorage configuration consistent with plant documentation?

Y-- NEI UEi N/AZ (Note: This question onlyapplies 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- N[i UM potentially adverse seismic conditions?

Cannot be determined since some anchorage is intemal to cabinet and door could not be opened.Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?

The 21EDG control panel has a side synch panel. The side synch panel is free to swing on hinge into 21EDG control panel. Restraint bracket on bottom of side panel is broken. Operations personnel reattached and repaired restraint bracket immediately in our presence.

CR IP2-2012-6207 issued for tracking purposes.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] NO UE] N/AE]YM NE-] UE- N/AE]YE N[l U[-] N/AE]YZ NEI UE]EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-335 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YEI NEI UE Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YE NEIl ULP 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)

Panel on north end of #23 EDG control panel is missing 1 of 24 bolts. Bottom latch of #22 and #23 EDG control panel not lached. Operations personnel fixed issues on the spot in our presence.

CR IP2-2012-06238 issued for tracking.

References:

Drawings and AWC Drawings:

932 1-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011 qu;ýg 0 151(16eýEvaluated by: Nick Crispell Date: 10-15-2012 5~PAnhRn VIRn 10-15-2012 Stionhen Yuan fl.J.n NiftR 10-15-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-336 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheot 4 of 4 IP2 Status: YE NEI UN Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class 1 20 Equipment Description EDG 21 CONTROL PANEL Photographs Note: EDG 21 control panel showing side Synch panel that is free to swing.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-337 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE NEI UL-I Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class 1 20 Equipment Description SWPMP#21 STRAINER CONTPNL Location:

Bldg. SWSTR PIT Floor El. 5"-9" 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 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.The panel was opened up and internal components were examined and acceptable.

3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Slight surface corrosion was observed and is juged acceptable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?Wall is coated. No significant cracks observed.Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

YZ NEI ULIE N/A0 YE NEI U[-] N/AIZ YO NEI u~l N/AEl EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-338 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ NEII U[IZ Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class 1 20 Equipment Description SWPMP #21 STRAINER CONT PNL 5. Is the anchorage configuration consistent with plant documentation?

YI-] 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 YI NEl UEi 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 NE! uE! NIAEl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI U-- N/AE!and masonry block walls not likely to collapse onto the equipment?

Fluorescent bulb overhead has a plexiglass cover to catch bulb if it falls out of the prongs. No issues noted.9. Do attached lines have adequate flexibility to avoid damage? YZ NO! UE! N/All Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YE NEI U--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-12-00037, Rev. 0, Page C-339 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEIl ULI Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPK1 Equip. Class' 20 Equipment Description SW PMP #21 STRAINER CONT PNL Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE NOi 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)

Cover is missing 2 of 10 hold downs. Panel judged seismically adequate with missing hold downs. CR IP2-2012-06841 issued to fix hold downs.

References:

Drawings and AWC Drawings:

932 1-F-201 1, Rev 9, General arrangement intake structure plan unit 2.CR IP2-2012-06841 AWC-013 qu;5ý;4r Oy-ýýEvaluated by: Nick Crispell Date: 10-17-2012 Dan Nuta 10-17-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-340 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Shoot 4 of 5 IP2 Status: YIO NEI Ui-]Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKI Equip. Class 1 20 Equipment Description SWPMP#21 STRAINER CONTPNL Photographs Note: EP Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-341 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-088 Equipment ID No. EPKI Equipment Description SWPMP#21 STRAINER CONTPNL IP2 Status: Y1] NEil Ur]Equip. Class 1 20 Note: Missing latches.Note: Anchorage at bottom of panel.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-342 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NiDI UD-Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. ClassI 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET BUS 6A Location:

Bldg. CB 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.Anchoraqge

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

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?

YO NEj UEJ N/AEl Cabinet door was opened and internal component anchorage was acceptable.

3. Is the anchorage free of corrosion that is more than mild surface YN NDl U[--I N/Ai-I oxidation?

Minor surface corrosion present. Judged acceptable.

4. Is the anchorage free of visible cracks in the concrete near the YIZ NI ULIl N/AD--I anchors?Minor crack near by but not significant.

Judged acceptable.

Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-343 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YEZ NO UI--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class 1 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6A 5. Is the anchorage configuration consistent with plant documentation?

Y-I NEI- U[I N/AN (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 YM 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?

YZ N[il U[I N/A[--]Yes, soft targets are free from impact by nearby equipment or structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[Z NEI UEi 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 Nil U[I- N/A[-l Yes, attached lines have adequate flexibility to avoid damage.10, Based on the above seismic interaction evaluations, is equipment free YN NEIl 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-344 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE Nil U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class 1 20 Equipment Description REMOTE UNDERVOLTAGE RELAY CABINET, BUS 6A Other Adverse Conditions

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

Drawings and AWC Drawings:

9321-F-7028, (A201122), Rev 46, Containment Building Instrument Arrangement-Sheet no 2,Instrumentation.

AWC-002 Evaluated by: Nick Crispell Date: 10/9/12 Steeh Yuan 10/9/112 Dan Nuta 10/9/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-345 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 4 of 4 IP2 Status: YM NE] U--Seismic Walkdown Checklist (SWC) SWELl-089 Equipment ID No. EPG9 Equip. Class' 20 Equipment Description REMOTE UNDERVOL TAGE RELAY CABINET, BUS 6A Photographs Note: EPG9 Cabinet Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-346 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN Ni- U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Location:

Bldg. PAB Floor El. 59'-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)?

YN NEI 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 anchors.Enter the equipment class name from EPR[ 1025286, Appendix B: Classes of Equipment.

YO NEI- ULI- N/A--YN NEI U[- N/A-I YN NEI U-- N/A[D EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-347 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YZ NDI UD-1 Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP 5. Is the anchorage configuration consistent with plant documentation?

YIE NEi U- N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches drawing 9321-F-1167

& 9321-F-1166.

6. Based on the above anchorage evaluations, is the anchorage free of YEZ ND: U0I 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[ NE] u-I N/A[D 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YIN NI U-I 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 NDl UDJ N/AD-]Yes 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-12-00037, Rev. 0, Page C-348 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI U--Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YIN N[-] U[LI 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:

Drawings and AWC Drawings:

9321-F-1166, Rev. 26, Primary Auxiliary Building Concrete Plans at El. 15'-0", 35"-0" &42"-0" 9321-F-1 167, Rev. 24, Primary Auxiliary Building Concrete Plans at El. 59-0" and 68'-0" AWC-017 Evaluated by: Nick Cnispell Date: 10/19/2012 Paul Huebsch 10/19/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-349 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN N'I ul]Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class' 20 Equipment Description 22 SAFETY INJECTION PUMP Photographs Note: SU Pump Note: SU Pump EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-350 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 IP2 Status: YZ Nr-'] U-Seismic Walkdown Checklist (SWC) SWELl-090 Equipment ID No. 22SIP Equip. Class 1 20 Equipment Description 22 SAFETY INJECTION PUMP Note: Typical anchorage Note: Typical anchorage EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-351 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE N[- U--Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class 1 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Location:

Bldg. FAN HOUSE Floor El. 80'-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 NZ of the 50% of SWEL items requiring such verification)?

The anchorage configuration verification is not required.2. Is the anchorage free of bent, broken, missing or loose hardware?

YZ NEI UEL N/ALJ 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.An abandoned hole near the lower anchorage found about 4" away Not a seismic issue.YZ NE] UEI N/AL-YS NEI u[-] N/AL-1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-352 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YN NEI U-I Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equip. Class 1 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL 5. Is the anchorage configuration consistent with plant documentation?

YLI-I NEI ULI-' N/AN (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 YEI 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.

YI NEI ur] N/AZ 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NiW ULI N/A[I:]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 NEI U[1 N/Ar-Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM NEIl 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.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-353 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ ND-- UM Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YIZ 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:

Drawings and AWC Drawings:

9321-F-1 166, Rev 24, (A200107), Primary Auxiliary building concrete plans at elev. 59'-0" and 68-0".9321-F-1 1666, Rev 26, (A200106), Primary Auxiliary building concrete plans at elev. 15',35, and 42'AWC-030 Evaluated by: Kirit Parikh 6T~~6p> CX1~au Date: 10/24/2012 10/24/2012 Nick Cisoell EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-354 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN NEI] UM]Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPAIO Equip. Class' 20 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Photographs Note: Panel identification Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-355 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Seismic Walkdown Checklist (SWC) SWELl-091 Equipment ID No. PNL EPA10 Equipment Description PAB EXH & CB PRG FAN 21 CONTROL PANEL Status: YN NEI- Ul-Equip. Class 1 20 Note: Open panel EPA 10/Anchorage.

Replacement bulbs for the panel are laying on the bottom inside of the panel. Walkdown engineers judged this acceptable.

Note: Panel anchorage.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-356 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YN NEi U-I!Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Location:

Bldg. PAB Floor El. 98'-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)?

YN NO 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 U'- N/A-I YZ NI U[I] N/AL-YZ ND U-I N/A--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-12-00037, Rev. 0, Page C-357 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YE N-- UL-]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK 5. Is the anchorage configuration consistent with plant documentation?

Y[ NEI UD N/AD-(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YZ NE] 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?

Yes soft targets are free from impact by nearby equipment or structures.

YN NEI UD N/AD-8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NDI 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? YM N[-] U[-D 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-12-00037, Rev. 0, Page C-358 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: Y[ NEI UDl Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could Y[ NEO 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:

Drawings and AWC Drawings:

9321 -F-2510, (A200627), Rev 49, Primary Auxiliary building general arrangement plans.AWC-023 L19 VPQ9 c0xk(a Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-359 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YE NEI UL]Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class' 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Photographs Note: Overview of tank.Note: Overview of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-360 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 1P2 Status: YN NO] ULI Seismic Walkdown Checklist (SWC) SWELl-092 Equipment ID No. 21CCST Equip. Class 1 21 Equipment Description 21 COMPONENT COOLING SURGE TNK Note: Typical anchorage to structural steel.Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-361 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN ND U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Location:

Bldg. PAB Floor El. 98'-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?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 U0 N/ADl YZ NEI UD- N/AD--Y[ NEI uDl N/AD-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-12-00037, Rev. 0, Page C-362 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ ND UI-Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT E(Equipment Description BORIC ACID TANK 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 matches SQUG (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 21 Y[ NE-- UEI N/A--YN NE-U]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.

YER ND' ur-- N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UDI N/AD and masonry block walls not likely to collapse onto the equipment?

One fluorescent light is burnt out nearby -not a seismic concem. CR IP2-2012-06354 issued to track resolution.

9. Do attached lines have adequate flexibility to avoid damage? YI0 ND--] UD N/AD--]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YM 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-1 2-00037, Rev. 0, Page C-363 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NF- UF-I Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN 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:

Drawings and AWC.Drawings:

9321-F-2510, (A200627), Rev 49, Primary Auxiliary buildinggeneral arrangement plans.684J905 Rev 40, Boric acid tank AWC-023 CAA~) GX&,e~Q2d Evaluated by: Nick Crispell Date: 10-22-2012 f')qn 10-22-2012 Dan Nuta EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-364 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 1P2 Status: Y[9 NE] U--Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Equip. Class 1 21 Equipment Description BORIC ACID TANK Photographs Note: Boric Acid Tank Note: Typical anchorage.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-365 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-093 Equipment ID No. 22BAT Eauioment Descridotion BORIC ACID TANK IP2 Status: YN N-' UD-]Equip. Class' 21 Note: Typical anchorage.

Note: Typical anchorage.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-366 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2.Status: YN NE] Ui'-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class 1 21 Equipment Description 21 REFUELING WATER STORAGE TANK Location:

Bldg. NTF Floor El. 82'-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 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?

YE NI- U-- N/A[l 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?

Mild corrosion.

Acceptable, not a seismic concern.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?Small cracks near bolt nos. 30, 24 & 25. Acceptable, not a seismic concern.Significant concrete spalling and numerous cracks near bolt nos.16,17,18,19.

See photos below. CR IP2-2012-06547 issued for tracking.

LB-03 issued for resolution YZ NI-] UEI N/A[]YEI NN UI- N/AL!I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-367 of 434 SEISMIC WALKOOWN CHECKLIST FORM ATTACHMED Sheet 2 of iT 9.6 5 SEISMIC WALKDOWN CHECKLIST FORM IP2 Status: YE NEI UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class' 21 Equipment Description 21 REFUELING WATER STORAGE TANK 5. Is the anchorage configuration consistent with plant documentation?

YO NEI U[-- N/AEl (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

The anchorage configuration matches drawing 9321-F-1468, Rev 5 and 9321-F-1004, Rev 1.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?

No see question 4, and pictures below.YL NO UL1 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?

The tank is very close to the nearby platform steel structure.

Refer to AWC-032 for discussion.

LB-07 issued to resolve.'411 NO U[L] N/AEJ 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YZ NEI U[i N/A[l and masonry block walls not likely to collapse onto the equipment?

Transmission line above the tank. Acceptable due to enough height 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 NEI ULi N/All[Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[-- NO UI-I of potentially adverse seismic interaction effects?Based on the above seismic interaction evaluations, the equipment is not free of potentially adverse seismic interaction effects.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-368 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NI- UI-Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 0021RWST Equip. Class 1 21 Equipment Description 21 REFUELING WATER STORAGE TANK Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YZ NEil UL-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:

Drawings and AWC Drawings:

9321-F-1468, Rev 5, Primary and refueling water tanks concrete foundations.

932 1-F-1004,Rev I Plan of the entrance roads units 1,2& 3 A WC-032 Evaluated by: Kirit Parikh Date: 10/25/2012 qlk4g 04(kýr Nick Crispell 10/25/2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-369 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ NEI Ut Seismic Walk down Checklist (SWC) SWELI-094 Equipment ID No. O021RWST Equip. Class' 21 Equipment Description 21 REFUELING WATER STORAGE TANK Photographs Note: Tank 0021 RWST view.Note: The tank too close to the plafform railing EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-370 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 Seismic Walk down Checklist (SWC) SWELl-094 Equipment ID No. 002IRWST Equipment Descrption 21 REFUELING WATER STORAGE TANK IP2 Status: YN NO UI-Equip. Class 1 21 Note: Significant Spalling and cracks near bolts 16 and 17 EN-DC-1 68 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-371 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YN NR UD--Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Location:

Bldg. CWST 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 Walk down 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.Anchoraqge

1. Is the anchorage configuration verification required (i.e., is the item one YO NDI 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?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?

Mild corrosion on the bolt surface, Acceptable, no seismic concern.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?Minor cracks due to weather. Acceptable not a seismic concern.Yes the anchorage is free of visible cracks in the concrete near the anchors.Y[ NDI UDl N/AD-]Y1Z NEI UDI N/AD-YN NDI UD-- 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-12-00037, Rev. 0, Page C-372 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YZ NEIl UFI-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK 5. Is the anchorage configuration consistent with plant documentation?

YE NEI UD3 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 matches drawing 9321-F-1472-1 Rev I and 9321-F-1004-1 Rev 1.6. 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?

Yes soft targets are free from impact by nearby equipment or structures.

YZ NDI uFI N/AD--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN ND UID 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; N[D- U[D 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-12-00037, Rev. 0, Page C-373 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YIZ NO UI-Z Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YlM N[-] Ul-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:

Drawings and AWC Drawings:

9321-F-1472, Rev 1, Condensate water storage tank concrete foundation.

9321-F-1004, Rev 1, Plan of entrance roads units no. 1,2 & 3.AWC-034 Evaluated by: Kirit Parikh~3X~u Date: 10/25/2012 10/25/2012 Nick Cdsoefl EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-374 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YO NiE] Ur-Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equip. Class 1 21 Equipment Description CONDENSATE STORAGE TANK Photographs Note: Condensate storage tank view Note: Anchorage of the storage tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-375 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 Seismic Walkdown Checklist (SWC) SWELl-095 Equipment ID No. CST Equipment Description CONDENSATE STORAGE TANK IP2 Status: Y[ NOI ULI Equip. Class 1 21 Note: The view above the storage tank.Note: The soft connections on the storage tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-376 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NDI U-Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description FQ. DAY TANK NO. 21 Location:

Bldg. EDG 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.Anchoraqe 1. Is the anchorage configuration verification required (i.e., is the item one YN 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?Anchorage is to structural steel not to concrete.YN NEI UD N/A[-YM NEI u- N/AD YD ND UD N/A0 I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-1 2-00037, Rev. 0, Page C-377 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YZ NEI- U-I Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description FQ. DAY TANK NO.21 5. Is the anchorage configuration consistent with plant documentation?

YIE N[-I U-I N/AL](Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches calculation 91177-C-02.

6. Based on the above anchorage evaluations, is the anchorage free of YZ Nil 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?

Yes soft targets are free from impact by nearby equipment or structures.

YN NEI uiL N/AE--8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[Z NL-] UL] N/AL]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 NL] U-- N/AL]Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YN NDl U[]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-12-00037, Rev. 0, Page C-378 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NEII UF--Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description F. O. DAY TANK NO. 21 Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN NEil U-I adversely affect the safety functions of the equipment?

Fire piping over top of tank is threaded and has sprinkler heads nearby.At time of walk down it was not known if system was a dry or wet system. Leaks could occur due to a sesmic event the would leak or spray water onto tank. Water leaking or spraying on tank is judged acceptable as there are no electrical components on tank. See A WC-011 for reference as well as photos below.Comments (Additional pages may be added as necessary)

References:

Drawings and AWC.Drawings:

9321-H-2250, Rev 7, Diesel generator building general arrangement plan.AWC-011 q,\qa0 Evaluated by: Nick Crispell Date: 10-16-2012

___________________________10-16-2012 Stephen Yuan fl;in AI~t~10-16-2012 Dan Nutaq EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-379 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 1P2 Status: YN NEI UrI Seismic Walkdown Checklist (SWC) SWELl-096 Equipment ID No. 21FODT Equip. Class 1 21 Equipment Description F.O. DAY TANK NO. 21 Photographs Note: F.O. Day Tank for 21 EDG Note: Anchorage of tank.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-380 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: Y[ NO UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Location:

Bldg. PAB Floor El. 98'-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 Walk down 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)?

YN NEI 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?YZ ND ulI N/AD]YN NDI U[- N/AD Y[ ND U-- N/AD 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-12-00037, Rev. 0, Page C-381 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YIZ ND-- UD-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 5. Is the anchorage configuration consistent with plant documentation?

YN NEI U- N/All (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches SEWS & drawing 9321-F-1169.

6. Based on the above anchorage evaluations, is the anchorage free of YZ NDI UEI 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-J N/ADl 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NE UD-- N/AD-and masonry block walls not likely to collapse onto the equipment?

Block wall penetration is seismicly qualified by Computech report R547.01.9. Do attached lines have adequate flexibility to avoid damage? YiN NO UD-1 N/AD Yes attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free Y[ NEI U[-D 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-12-00037, Rev. 0, Page C-382 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: Y[ NEI UD Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[i NEI Uil 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:

Drawings and AWC Drawings: 9321-F-2510, Rev 49, (A200627), Primary Auxiliary Building General Arrangement Plans.9321-F-1 169, Rev 14,(A200109), Primary Auxiliary Building Concrete Floor Plan at Elevation 98'.AWC-025 6/Aý 49 a~Evaluated by: Nick Crispell Date: 10-22-2012 Dan Nuta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-383 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YI N[I UL-Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class' 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Photographs Note: View of HX from door way into cubical Exchanger EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-384 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: YN NEI- U-I Seismic Walkdown Checklist (SWC) SWELl-097 Equipment ID No. 21NRHX Equip. Class 1 21 Equipment Description NON REGEN HEAT EXCHANGER NO 21 Note: North anchorage pedestal of HX.Note: South anchorage pedestal of HX.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-385 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 6 IP2 Status: Y¥ Nil UK--Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class' 21 Equipment Description CCWHEATEXCH NO 21 Location:

Bldg. PAB Floor El. 80' to 98' 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 YZ NEil 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?

YE Ni3 ur-1 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 oxidation?

Yes the anchorage is free of corrosion tOhat 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.YN NEI u-D N/A[-'I YX NEI U-- N/A[D I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-386 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 1P2 Status: YZ ND UD-1 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCWHEATEXCH NO 21 5. Is the anchorage configuration consistent with plant documentation?

YN NDI 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 matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YIZ 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?

On 80' elevation conduit is close to tank with approximately 3/8" gap between tank wall and conduit. Judged ok given tank is a hard target.8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?

Fluorescent bulbs need wire securing bulb to fixture. One light bulb is out in the area. Judged ok and not to be seismic concern given hard target tank, valves, and piping in the area. CR IP2-2012-06354 issued to track resolution.

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-YM NDI uD N/AD-YZ NDI uDI N/AD YE NDI u[--D EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-387 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP2 Status: Y[ Ni-- UD-Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCWHEATEXCH NO 21 Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YM NE] UiD 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:

Drawings and AWC Drawings:

9321-F-2510, (A200627), Rev 49, Primary Auxiliary building general arrangement plans.9321-F-1 169, (A200109), Rev 14, Primary Auxiliary building concrete floor plan at elev.98'AWC-023 qv(49 1, Evaluated by: Nick Crispell Date: 10-22-2012 I)an NIIta 10-22-2012 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-388 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 6 IP2 Status: YE N[] U-]Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equip. Class 1 21 Equipment Description CCW HEAT EXCH NO 21 Photographs Note: ceiling.EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-389 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX EauiDment Description CCWHEATEXCH NQ 21 IP2 Status: YM NEI- U-]Equip. Class 1 21 Note: Typical anchorage on 80' elevation.

Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-390 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 Seismic Walkdown Checklist (SWC) SWELl-098 Equipment ID No. 21CCHX Equipment Descrption CCWHEATEXCH NO 21 IP2 Status: YN NEI Ur-Equip. Class 1 21 Note: Typical anchorage on 98' elevation.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-391 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NO Iur Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Location:

Bldg. CB 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.Anchoracie

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

YrI NZ The item is an in line component 2. Is the anchorage free of bent, broken, missing or loose hardware?YO-1 NE-I U- N/AE In line component.

3. Is the anchorage free of corrosion that is more than mild surface oxidation?

YEll NEI u~l N/AM In line component.

4. Is the anchorage free of visible cracks in the concrete near the anchors?YEI NEI UEl N/AM In line component.

I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-392 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN ND- U[--Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. 00221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER

5. Is the anchorage configuration consistent with plant documentation?

Yr-i NEI U- N/AN (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 in-line.6. Based on the above anchorage evaluations, is the anchorage free of Y[I NEI UW1 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 NWJ u-- N/A-'8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN NWI UW- N/AD-and masonry block walls not likely to collapse onto the equipment?

The masonry brick wall was seismic qualified by Computech Report no.R547.01. 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[ NWI U[-W N/AD-Yes, attached lines have adequate flexibility to avoid damage.10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UW-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-12-00037, Rev. 0, Page C-393 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NEI UL-Z Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could YN NO UI-E 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:

Drawings and AWC Drawings:

9321-F-3052, Rev 38, Equipment arrangement Control building.AWC-001 cr~ E/6I~4~~VL4~LIOL~'.A

  • J7. -.P Date: 10/9/12 10/9/12 Stephen Yuan Dan NiAta 10/9/12 EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-394 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y[ N-] ULI Seismic Walkdown Checklist (SWC) SWELl-099 Equipment ID No. O0221ACA Equip. Class 1 21 Equipment Description INST AIR COMP 22 AFTERCOOLER Photographs Note: Inst Air Comp 22 Aftercoller.

Note: EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-395 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 1P2 Status: YN NEI U-I Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class 1 21 Equipment Description START AIR TANK 22DG Location:

Bldg. EDG Floor El. 67'-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)?

YN Ni1 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?

Minimal surface corrosion on anchors & tank side. Judged acceptable.

4. Is the anchorage free of visible cracks in the concrete near the anchors?YN NEI ULI] N/AD Y[ NEI U-I N/AD-Y[ NEI uD- N/AD-Coating is chipped on concrete pedestal and nearby floor. No noticable cracks of significance where observed.

Acceptable.

Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-396 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 1P2 Status: YN NO UD-1 Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class 1 21 Equipment Description STARTAIR TANK 22DG 5. Is the anchorage configuration consistent with plant documentation?

Y; NDi U[-I N/AZ1 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage matches SQUG (SEWS).6. Based on the above anchorage evaluations, is the anchorage free of YN NEI Ur-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?

Conduits and unistruts near by tank are close to touching tank. 1/8" to 1/2" gap on some of the nearby conduits.

All occurences are judged acceptable given robustness of conduits and the tank.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.Y[ NEI UI- N/AD YN NEI U[- N/A--YZ NEI UD- N/ADl YZ NEI Uil EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-397 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: Y[ NEI U[--Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class 1 21 Equipment Description START AIR TANK 22DG Other Adverse Conditions
11. Have you looked for and found no other seismic conditions that could Y[ N[l ULi adversely affect the safety functions of the equipment?

Fire piping above uses threaded fittings that could leak and spray due to a seismic event. At time of walk down it was not known if the system was a dry or wet system.: If they leak water the tank would remain operable.Comments (Additional pages may be added as necessary)

References:

Drawings and AWC Drawings:

9321-H-2250, Rev 7,Diesel generator building general arrangement plan 9321-H-2251, Rev 5, Diesel generator building general arrangement sections.AWC-011 Evaluated by: Stephen Yuan Date: 10-16-2012 Apqg; 6 X4?Nick Cdspell I 10-16-2012 10-16-2012 rJan Niita EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-398 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN Nn UL-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. O022EDSAT Equip. Class' 21 Equipment Description START AIR TANK 22DG Photographs Note: EDG starting air tank Note: Base plate for starting air tank EN-DC-168 REV 0 Engineering Report No. IP-RPT-12-00037, Rev. 0, Page C-399 of 434 ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Sheet 5 of 5 IP2 Status: YN N["] U[-]Seismic Walkdown Checklist (SWC) SWELl-100 Equipment ID No. 0022EDSAT Equip. Class 1 21 Equipment Description STARTAIR TANK 22DG Note: Typical anchor bolt for 22ED SAT Note: Typical anchor bolt for 22EDSAT EN-DC-168 REV 0