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| number = ML14168A063
| number = ML14168A063
| issue date = 06/05/2014
| issue date = 06/05/2014
| title = Indian Point, Unit 2 - Seismic Walkdown Report Update, Enclosure to NL-14-071 - Engineering Report No. IP-RPT-12-00037, Rev 1. Part 5 of 5
| title = Seismic Walkdown Report Update, Enclosure to NL-14-071 - Engineering Report No. IP-RPT-12-00037, Rev 1. Part 5 of 5
| author name =  
| author name =  
| author affiliation = Entergy Nuclear Operations, Inc
| author affiliation = Entergy Nuclear Operations, Inc
Line 15: Line 15:
| page count = 165
| page count = 165
}}
}}
=Text=
{{#Wiki_filter:ATTACHMENT      9.6                                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                        IP2 Status: YN NEI    UD-Seismic Walkdown Checklist (SWC)                    SWELl-054 Equipment ID No.          O023CRF                                                      Equip. Class1 10 Equipment Description        CONTAINMENT RECIRC FAN 23 Location: Bldg.      VC                                Floor El.      68'-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        Y[-I NE of the 50% of SWEL items requiring such verification)?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YZ N[-] ULI N/Ar-The anchorageis free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    Y[    NEI U[-] N/AEl oxidation?
Observed surface oxidation on the vibrationisolatorsjudged to be ok.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YZ NEI U[-] N/AD1 anchors?
No significantcracks found.
1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT    9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                                IP2 Status: YI    NE-- U-I Seismic Walkdown Checklist (SWC)              SWELl-054 Equipment ID No.      O023CRF                                                  Equip. Class 1 10 Equipment Description    CONTAINMENT RECIRC FAN 23
: 5. Is the anchorage configuration consistent with plant documentation?        YEI  NEI  UE- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 6. Based on the above anchorage evaluations, is the anchorage free of          YN N[i      u[-]
potentially adverse seismic conditions?
The anchorageis free of potentially adverseseismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YZ NEI U-I N/AE1 Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  YE NEI- UE N/AE1 and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?                YN N[:] UE1 N/AE Attached lines have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free      YE NE:1U[
of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                              IP2 Status: YE NEI U[-]
Seismic Walkdown Checklist (SWC)              SWELl-054 Equipment ID No. O023CRF                                                  Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 23 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could      Y[    N[l UI[-
adversely affect the safety functions of the equipment?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Reference Drawings: 9321-F-2710-04Rev 04, (A200746)
Reference AWC-044 Observed piping near 23CRF that is rusted. This is being addressedin CR-IP2-2014-01653.The CR indicated that this is a surface condition only and does not impact component or system pressure boundry, structural integrity, or design fuctions.
Evaluated by:    Maggie Staub                                                      Date:    3/6/14
                                              *31611 Kai Lo EN-DC-168 REV 0
ATTACHMENT 9.6                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                                    IP2 Status: YZ Nr-]  UL]
Seismic Walkdown Checklist (SWC)              SWELl-054 Equipment ID No.      O023CRF                                      Equip. Class' 10 Equipment Description    CONTAINMENT RECIRC FAN 23 Photographs Note:      vibration isolatorwith surface oxidation  Note: interiorof 23CRF EN-DC-168 REV 0
ATTACHMENT 9.6                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5                                                                              IP2 Status: YO NEI    Ur-Seismic Walkdown Checklist (SWC)      SWELl-054 Equipment ID No. O023CRF                                  Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 23 Note:      rusted piping                        Note: no otherphotos.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                        1P2 Status: YE Nr-7 U-I Seismic Walkdown Checklist (SWC)                  SWELl-055 Equipment ID No.        O024CRF                                                        Equip. Class1 10 Equipment Description        CONTAINMENT RECIRC FAN 24 Location: Bldg.      VC                                Floor El.      68-0"            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-- NO of the 50% of SWEL items requiring such verification)?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YE ND] UD- N/AEl Anchorage for all compartmentsare OK. Intend plenum anchoragefor the fan in HEPA filter room has only 13 bolts out of 28 bolt holes. One of the remainingbolts is slightly bent. A comparison with 23CRF shows that orginal design has 16 bolts. CR-IP2-2014-01662has been generatedto addressthis condition. LB- 17 assessedthis condition and determined that the remaining bolts are adequate.
The fan circularwire screen is missing one bolt. Currenly the cover is held by 3 bolts. CR-IP2-2014-01662has been generatedto address this condition.
: 3. Is the anchorage free of corrosion that is more than mild surface                  Y[    NDI  UD- N/A--
oxidation?
Viberation isolatorshave surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YO NDI    uD- N/AD--
anchors?
No cracks in the concrete near anchors.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: YE NF] Ut[l Seismic Walkdown Checklist (SWC)                SWELl-055 Equipment ID No.      O024CRF                                                Equip. Class1 10 Equipment Description      CONTAINMENT RECIRC FAN 24
: 5. Is the anchorage configuration consistent with plant documentation?        YOI  NI  U[]l N/A0 (Note: This question only applies ifthe item is one of the 50% for which an anchorage configuration verification is required.)
: 6. Based on the above anchorage evaluations, is the anchorage free of          YE NOi    Uli potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions. See item #2.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YE NOI    UOL N/Al Soft targets are free from impact by nearby equipment.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  Y[    NOI u[] N/AL and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distrubtion systems and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?              YN Nr] U[J      N/AL Attached lines have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free YZ Nr      ur of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                              1P2 Status: YZ NEI    U-Seismic Walkdown Checklist (SWC)              SWELl-055 Equipment ID No. O024CRF                                                Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 24 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    Y[    NEI  U-I adversely affect the safety functions of the equipment?
We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Reference Drawings:9321-F-2710-04,Rev 04 (A200746)
AWC-045 Evaluated by:  Maggie Staub                                                    Date:  3/6/14 Kai Lo            ____________________________________________          3/6/14 EN-DC-168 REV 0
ATTACHMENT 9.6                                                      SEISMIC WALKDOWN CHECKLIST      FORM Sheet 4 of 5                                                                                          IP2 Status: YO NE]        U[-]
Seismic Walkdown Checklist (SWC)          SWELl-055 Equipment ID No. O024CRF                                        Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 24 Photographs Note:      isolatorwith surface oxidation        Note:      Steel face for the    in HEPA filter room with missing bolts EN-DC-168 REV 0
ATTACHMENT  9.6                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5                                                                                      IP2 Status: Y[  N[] Ur]
Seismic Walkdown Checklist (SWC)              SWEL1-055 Equipment ID No. O024CRF                                            Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 24 Note:    Steel face for the fan in HEPA filter room  Note: slightly bent bolt with missing bolts EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5                                                                                                        1P2 Status: YN NEI[ U-Seismic Walkdown Checklist (SWC)                    SWELl-056 Equipment ID No.        O025CRF                                                        Equip. Class 1 10 Equipment Description        CONTAINMENT RECIRC FAN 25 Location: Bldg.      VC                                Floor El. 68-0"            Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item one          YI NED of the 50% of SWEL items requiring such verification)?
Anchorage verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YE    NEIl U-I N/A[']
The anchorage is free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YE NE      U[I-] N/A--
oxidation?
Inside of closure observed mild oxidation on several isolatorsupports (see attachedphotos)
: 4. Is the anchorage free of visible cracks in the concrete near the                    YED NEI    Ur-  N/AE-anchors?
Anchorage is free of visible cracks.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: YEE NEJ  UE-I Seismic Walkdown Checklist (SWC)                SWELl-056 Equipment ID No.      O025CRF                                                Equip. Class1 10 Equipment Description      CONTAINMENT RECIRC FAN 25
: 5. Is the anchorage configuration consistent with plant documentation?        YLI Nil UiE N/A[
(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 6. Based on the above anchorage evaluations, is the anchorage free of          YZ NEI Ui potentially adverse seismic conditions?
The anchorage is free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YZ NEI LJL N/A[]
Soft targets are free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YN N[] U[-I N/AEl and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, lighting and walls are not likely to collapse.
: 9. Do attached lines have adequate flexibility to avoid damage?                YN N[E U[] N/AEI Attached line have adequateflexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free        YZ NEI    UE-of potentially adverse seismic interaction effects?
The equipment is free of adverse seismic interaction effects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                            1P2 Status: YE NEI    UI-Seismic Walkdown Checklist (SWC)              SWELl-056 Equipment ID No. O025CRF                                                Equip. Class1 10 Equipment Description    CONTAINMENT RECIRC FAN 25 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    YE Ni      ULI adversely affect the safety functions of the equipment?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Reference Drawings.-9321-F-2710-04 Rev 04 (A200746)
Reference AWC-046 Evaluated by:    Maggie Staub                    ....          _      _        Date:  3/5/14
                                      .-                                                35. 4 Kai Lo EN-DC-168 REV 0
ATTACHMENT 9.6                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                              IP2 Status: YZ Nr-    Ur-Seismic Walkdown Checklist (SWC)    SWELl-056 Equipment ID No. O025CRF                                  Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 25 Photographs Note:    mild oxidation on isolator          Note: mild oxidation on isolator EN-DC-168 REV 0
ATTACHMENT 9.6                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5                                                                            IP2 Status: Y[  NEI  U'EI Seismic Walkdown Checklist (SWC)      SWELl-056 Equipment ID No. O025CRF                                Equip. Class1 10 Equipment Descrption CONTAINMENT RECIRC FAN 25 Note:      mild oxidation on isolator        Note: no otherphotos.
EN-DC-168 REV 0
ATTACHMENT      9.6                                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                        IP2 Status: YE NF]1  ULI]
Seismic Walkdown Checklist (SWC)                    SWELI-063 Equipment ID No.        IBUS21                                                        Equip. Class1 14 Equipment Description        118 VAC INSTR BUS 21 Location: Bldg.      CB                                Floor El.      53"-"            Room, Area Manufacturer, Model, Etc. (optional but recommended)
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item one        Y-I NM of the 50% of SWEL items requiring such verification)?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    Y[    NEi  UDi N/AD The anchorage is free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    Y[    N[D UD- N/AD-oxidation?
The anchorageis free of corrosion.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YD-- NDl UD- N/AI0 anchors?
Panelis bolted to steel.
I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: Y[  NEI UD--
Seismic Walkdown Checklist (SWC)                SWELl-063 Equipment ID No.      IBUS21                                                  Equip. Class1 14 Equipment Description      118 VAC INSTR BUS 21
: 5. Is the anchorage configuration consistent with plant documentation?        YO NOi    U-  N/AE (Note: This question only applies ifthe item is one of the 50% for which an anchorage configuration verification is required.)
: 6. Based on the above anchorage evaluations, is the anchorage free of          YE NEI UIO potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        Y[    NEIrU[-] N/AD Soft targets are free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  YE NO U[-      N/AD and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, 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 UL- N/AD Attached lines have adequateflexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free      YE NEI U-]
of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction effects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                              IP2 Status: YZ    NEI  UI-Seismic Walkdown Checklist (SWC)              SWELl-063 Equipment ID No. IBUS21                                                    Equip. Class1 14 Equipment Description    118 VAC INSTR BUS 21 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could        YE Nil      U[I adversely affect the safety functions of the equipment?
Observed red screen door inside the supervisorypanel that was not secured (see attachedphoto). During a seismic event, the doormay move and stirke the sensitive equipment inside the panel. This is documented in CR-IP2-2014-01660.
It was indicated that the door will be placed back into its orginial location and secured once the work on a specific component is done.
Observed a portablelight fixture with cord resting on the floor inside the supervisory panel (see attachedphoto). During a seismic even, the light fixture may move and strike nearby sensitive equipment. This is addressed in CR-IP2-2014-01660.
Observed a broken and bent plastice wireway inside SL compartment of the supervisorypanel (see attachedphoto). This is a housekeeping matter that has no adverse affect on the safety function of the equipment and is addressed in CR-IP2-2014-01660.
Comments (Additional pages may be added as necessary)
Ref: A WC-037 Evaluated by: Maggie Staub          ___Date:                                                317/14
___317/14 Kai Lo EN-DC-168 REV 0
ATTACHMENT  9.6                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                            IP2 Status: YIN NF- UI]
Seismic Walkdown Checklist (SWC)      SWELl-063 Equipment ID No. IBUS21                                  Equip. Class' 14 Equipment Description  118 VAC INSTR BUS 21 Photographs Note:      Bus2l                                Note: intemals EN-DC-168 REV 0
ATTACHMENT 9.6                                                        SEISMIC WALKDOWN CI4ECKUsT FoRm SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 9.6 ATTACHMENT                                                                                          IP2 Status: YO NR U-Seismic Walkdown Checklist (SWC)            SWELI-OE Equipment ID No. IBUS21                                            Equip. Class1 14 Equipment Description  118 VAC INSTR BUS 21 Note:      red screen door inside supervisorypanel  Note: light fixture inside supervisory panel Note:    brokenlbent wireway inside on                                                  Note: no otherphotos.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4                                                                                                      IP2 Status: YE NEI-  UI-Seismic Walkdown Checklist (SWC)                  SWELl-064 Equipment ID No.        DPNL22                                                        Equip. Class1 14 Equipment Description        125 VDC DISTRIBUTION PNL 22 PC4 Location: Bldg. CB                                    Floor El.      53-0"            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 documentation availablefor anchorage.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YI    NEI  UlI N/Ail Observed four approximately Y2" diameterbolts. The bolts are spaced at 17" in the horizontal directionand 44" in the verticaldirection.
: 3. Is the anchorage free of corrosion that is more than mild surface                  YE N[-] U[l N/ADl oxidation?
The anchorageis free of corrosion.
: 4. Is the anchorage free of visible cracks in the concrete near the                  YrI NEIl UE N/AE anchors?
Mounted to panel frame IEnter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
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ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4                                                                                              IP2 Status: Y[  NEI UD-1 Seismic Walkdown Checklist (SWC)                SWELl-064 Equipment ID No.      DPNL22                                                  Equip. Class' 14 Equipment Description      125 VDC DISTRIBUTION PNL 22 PC4
: 5. Is the anchorage configuration consistent with plant documentation?          Y[-] NE] UI-l N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
See #1
: 6. Based on the above anchorage evaluations, is the anchorage free of          YE NEI U[-L potentially adverse seismic conditions?
The anchorage is free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YE NE] U[] N/A[]
Soft targets are free from impact.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    Y[    NE] UE] N/AO and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, ceiling titles and lighting, and masonry block walls are not likely to collapse.
: 9. Do attached lines have adequate flexibility to avoid damage?                YZ NE] uE] N/AE]
Attached lines have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free        YE N-] UE]
of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction effects.
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ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4                                                                                            1P2 Status: YZ Nil U--
Seismic Walkdown Checklist (SWC)              SWELl-064 Equipment ID No. DPNL22                                                Equip. Class1 14 Equipment Description    125 VDC DISTRIBUTION PNL 22 PC4 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    YN NEi      UE1 adversely affect the safety functions of the equipment?
We have looked for and found no otherseismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Ref AWC-037 Evaluated by:    Magqgie Staub                                                  Date:  317/14
                                              /~317114 Kai Lo EN-DC-168 REV 0
ATTACHMENT  9.6                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4                                                                              IP2 Status: YZ NI'-  UL-Seismic Walkdown Checklist (SWC)      SWELl-064 Equipment ID No. DPNL22                                    Equip. Class1 14 Equipment Description  125 VDC DISTRIBUTION PNL 22 PC4 Photographs Note:      PNL 22                                Note: internals EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4                                                                                                      IP2 Status: Y*;: Nil U[W R1 (SWC)      SWELl-067 Seismic Walkdown Checklist Equipment ID No.        EDC1                                                          Equip. Class' 14 Equipment Description        STATIC INV. #23 MANUAL BY-PASS SWITCH 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        Y[-I NE of the 50% of SWEL items requiring such verification)?
No, the anchorage configuration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YE NI1--U1 N/A[-
Anchorage external to cabinet checked and found to be free of bent, broken, missing or loose hardware.
Cabinetdoor was opened on 2/28/14 and anchorageis free of bent, broken, missing or loose hardware.                                                                          R1
: 3. Is the anchorage free of corrosion that is more than mild surface                  YE NEI UrI N/AL oxidation?
Anchorage is free of corrosionthat is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YN N[: U-I N/A[
anchors?
External anchorageis free of significant visible cracks in the masonry wall near the anchors.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
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ATTACHMENT 9.6                                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4                                                                                                  IP2 Status: YN NEI UL-        RI I
Seismic Walkdown Checklist (SWC)                SWELl-067 Equipment ID No.      EDC1                                                      Equip. Class1 14 Equipment Description      STATIC INV. #23 MANUAL BY-PASS SWITCH
: 5. Is the anchorage configuration consistent with plant documentation?            Y--] NEI  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 configurationverification.
: 6. Based on the above anchorage evaluations, is the anchorage free of            YZ NEI    UE-potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?          Y[;  NEi UE- N/AE Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,      Y[  NEI UE-- N/AE-and masonry block walls not likely to collapse onto the equipment?
Block wall is seismiclly qualified by Computech report No. R547.01.
Fluorescentbulbs need to be secured to fixtures with wires. CR IP2-2012-06120 tracks installationof wires to tie florescent bulb to fixture. It is judged the hard target inverterwill remain operable if the florescent bulbs were to fall on it.
: 9. Do attached lines have adequate flexibility to avoid damage?                  YN NEl UE N/A[]
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 interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.
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ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4                                                                                            1P2 Status: YIO NEI  UI--
Seismic Walkdown Checklist (SWC)              SWELl-067                                                  I R1 Equipment ID No. EDC1                                                  Equip. Class1 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 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:==
Drawingsand AWC Drawings:A206648, Rev 46, Conduit layout Control building, elev. 33' plan west half AWC-004 Dae -2/28/14
                                                "  "                            Date:
Evaluated by:    Maggie Staub R1 Kai Lo                    '    -                                      2/28/14 EN-DC-168 REV 0
ATTACHMENT  9.6                                                  SEISMIC WALKDOWN CHECKLIST FoRm ATTAHMEN 9.                            SEIMICWALKOWN      HECLISTFO    I Shoot 4 of 4                                                                                  IP2 Status: YZ NEI UI-7]      R1 Seismic Walkdown Checklist (SWC)        SWELl-067 Equipment ID No. EDC1                                          Equip. Class' 14 Equipment Description  STATIC INV. #23 MANUAL BY-PASS SWITCH Photographs R1 Note:                                            Note:
STATIC INV #23 MANUAL BY-PASS SWITCH            STATIC INV #23 MANUAL BY-PASS SWITCH interal components EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                        IP2 Status: YM NEI    uFi    R1 Seismic Walkdown Checklist (SWC)                  SWELl-072 Equipment ID No.        M19                                                            Equip. Class' 16 Equipment Description        BATTERY CHARGER 21 Location: Bldg.      CB                                Floor El.      3X-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 NEI of the 50% of SWEL items requiring such verification)?
Yes the anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YO NEI    UL N/AD R1 Cabinetdoors were opened on 3/4/14 and internalcomponents were inspected. 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[    N[  U0- 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                    YN NEI    uE- N/A[--
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.
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ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: Y[* NE ULI      Ri Seismic Walkdown Checklist (SWC)
Equipment ID No.      M19 SWELl-072 Equip. Class1 16 I
Equipment Description      BATTERY CHARGER 21
: 5. Is the anchorage configuration consistent with plant documentation?          YN NE] UE- 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 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?          Y] NEi UE- N/Al]
Gap between the cabinet and adjacent frame west of the cabinet is 0.5". This seismic seperation requiresanalysis to determine adequacy.
LB-08 concluded that the existing gap is acceptable.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YZ NEI    UE] N/AO and masonry block walls not likely to collapse onto the equipment?
Floresentbulbs overhead are unsecured and could fall out of the light fixture. Hardtarget cabinet will protect internalsfrom damage. Judged acceptable. CR IP2-2012-06120tracks 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    U[-] N/A[l Yes attachedlines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        YE NE: UE1 of potentially adverse seismic interaction effects?
R1 The equipment is free of potentially adverse seismic interaction.
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ATTACHMENT 9.6                                                              SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT  9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                              IP2 Status: Y[    N[I U[D    RI Seismic Walkdown Checklist (SWC)              SWELl-072 Equipment ID No. M19                                                    Equip. Class 1 16 Equipment Description    BATTERY CHARGER 21 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could      YE NE] 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 spreadingroom, elev. 33' 01 ID 13800, Rev 7. Outline for the battery charger 22,24,21 and 23.
AWC-004 R1 3/4/14 Evaluated by:    Mag-gie Staub                                                    Date:
Kai Lo    Afý                                                            3/4/14 EN-DC-168 REV 0
ATTACHMENT  9.6                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                                IP2 Status: YN NO        ULI  R1 Seismic Walkdown Checklist (SWC)      SWELl-072 Equipment ID No. M19                                      Equip. Class' 16 Equipment Description  BATTERY CHARGER 21 Photographs Note: Battery charger21 is cabinet on right EN-DC-168 REV 0
ATTACHMENT 9.6                                                  SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT 9.6                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5                                                                                  IP2 Status: Y[E N[:] Ur-    R1 Seismic Walkdown Checklist (SWC)          SWELl-072 Equipment ID No. M19                                          Equip. Class1 16 I
Equipment Descrption    BATTERY CHARGER 21 I
Note:      Battery charger21                  3  Note:  internal componenets (top)              R1 Note:      internal componenets (bottom)          Note:  no other photos.
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ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                        IP2 Status: YZ NO U[-D      R1 Seismic Walkdown Checklist (SWC)                    SWELl-073 Equipment ID No.        EGA3                                                          Equip. Class1 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          Y] NEI of the 50% of SWEL items requiring such verification)?
Yes the anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YE NE] U['-] N/AI-]
Cabinetdoors were opened on 3/4/13 and anchorage of internal                                                R1 component was inspected.
Anchorage of cabinet to concrete floor is external to cabinet and was inspected.
Internaland external anchorageare free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YE NEI    uE-1 N/A--
oxidation?
Yes the anchorageis free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YE NEIl U[--  N/ADl anchors?
Yes, the anchorageis free of visible cracks in the concrete near the anchor.
' Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
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ATTACHMENT    9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: YE NEI U--I    RI Seismic Walkdown Checklist (SWC)                SWELl-073 Equipment ID No.      EGA3                                                    Equip. Class1 16
[
Equipment Description      BATTERY CHARGER 24
: 5. Is the anchorage configuration consistent with plant documentation?          YX N[I] 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.)
One Hilti anchorbolt is 3/8"diameter not Y per DWG 01ID13800-7.
Smaller anchorbolt was documented by SQUG (SEWS) and is therfore seismically acceptable.
: 6. Based on the above anchorage evaluations, is the anchorage free of          YZ NEIl  UI potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage is free of potentiallyadverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        Y[    NE] u[-] N/AL]
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YO NEI    u[1 N/All]
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?                YE N[] UE- N/AII 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 interactioneffects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                              IP2 Status: YE    NEIl UfI  R1 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    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)
==References:==
Drawings and AWC Drawings:01ID13800, Rev 7, Outline for battery charger22,24,21 & 23 A206640, Rev 10, Arrangement of equipment in cable spreadingroom elev. 33' AWC-004 t      3/4/14 Evaluated by:    Maggie Staub                    .......                        Date:
RI 314114 Kai Lo EN-DC-168 REV 0
SEISMIC WALKDOWN CHECKLIST FoRm ArTACHMENT  9.6                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                                IP2 Status: YN Nr'-  UL"I  R1 PhoTogACHMETs.
Seismic  Walkdown Checklist (SWC)        SWELl-073 Equipment ID No. EGA3                                        Equip, Class1 16 Equipment Description  BATTERY CHARGER 24 Photographs Note:      3/8" anchoron north-west corner          Note: North-eastcomer EN-DC-168 REV 0
ATTACHMENT 9.6                        SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                      IP2 RI.
Note:  Battery Charger24 Note: Intemal components EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                          IP2 Status: YE NEI      UD-R1 Seismic Walkdown Checklist (SWC)                    SWELl-074 Equipment ID No.        EGAI                                                          Equip. Class 1 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        YZ NE-]
of the 50% of SWEL items requiring such verification)?
Yes the anchorage configuration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YZ N-- UL] N/A[--
RI1 Anchorage of internalcomponents to cabinet inspected on 3/7/14 and found OK 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                    YE NEi    UEI-- N/A[:
oxidation?
Yes the anchorageis free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YZ NEi UI- N/A[
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
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5                                                                                              IP2 Status: Y[  NEI  UI-  R1 Seismic Walkdown Checklist (SWC)              SWELl-074 Equipment ID No.      EGAI                                                    Equip. Class' 16 Equipment Description      10 KVA STATIC INVERTER #21
: 5. Is the anchorage configuration consistent with plant documentation?        Y] N[I UL-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 description provided in SQUG (SEWS) and DWG 011D13800-7.
: 6. Based on the above anchorage evaluations, is the anchorage free of          YN NEil UII potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YE NEIl UE- N/All Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  Y[E NEI U[] N/A[]
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 NE]I ul    N/All Yes attached lines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free      YE NEIUE1 of potentially adverse seismic interaction effects?
Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interactioneffects.
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ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                            IP2 Status: YN NI!    U[I  R1 Seismic Walkdown Checklist (SWC)              SWELl-074 Equipment ID No. EGAI                                                  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      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: A206640, Rev 10, arrangementof equipment in cable spreadingroom elev. 33'.
AWC-004
                                                    .*.*  '"                              3/7/14            R Date:
Evaluated by:    Maggie Staub Kai Lo                                                                    3/7/14 EN-DC-168 REV 0
SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT ATTACHM      9.6 ENT 9.6                                                SEISMIC WALKDOWN CHECKLIST FoRm Sheet 4 of 5                                                                              IP2 Status: YZ Nr-] UrI    R1 Seismic Walkdown Checklist (SWC)        SWELl-074 Equipment ID No. EGA1                                        Equip. Class1 16 Equipment Description  10 KVA STATIC INVERTER #21 Photographs Note:      Cabinet                              Note:  North west anchor Note:    South-west anchor                      Note: East anchors EN-DC-168 REV 0
59of6 ATAHMENT                                  SEISMIC WALKDOWN CHECKLIST FoRm Shoot 5 of 5 IP2 R1 Note:    intemals at top I Note: internalsat bottom EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5                                                                                                      IP2 Status: YI* NE-- UE        R Seismic Walkdown Checklist (SWC)                  SWELl-075                                                            R1 Equipment ID No.        EGA8                                                          Equip. Class1 16 Equipment Description        IOKVA 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        Y[I- N of the 50% of SWEL items requiring such verification)?
The anchorageconfiguration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YE N[EI UOI N/AEl RI Cabinet doors were opened on 2/28/14 and all internal 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    UE7 N/A[-
oxidation?
Yes the anchorageis free of corrosionthat is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YE NEI    U"- N/A[-
anchors?
Yes, the anchorageis free of visible cracks in the concrete near the anchor.
'Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
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ATTACHMEI iT9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of5                                                                                                  IP2 Status: YE NEI    U-    K Seismic Walkdown Checklist (SWC)                SWELI-075 I R1 Equipment ID No.      EGA8                                                      Equip. Class 1 16 Equipment Description      IOKVA STATIC INVERTER#23
: 5. Is the anchorage configuration consistent with plant documentation?            YE]  Ni] U-L 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 N[I ULi potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?          Y0 NE] UE] N/AE]
Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,      YO  NE] UE] N/AE]
and masonry block walls not likely to collapse onto the equipment?
Block wall is seismiclly qualified by Computech report No. R547.01.
Fluorescentbulbs need to be secured to fixture with wires. CR IP2-2012-06120 tracks installationof wires to tie florescent bulb to fixture. It is judged the hard target inverterwill remain operableif the fluorescent bulbs were to fall on it.
: 9. Do attached lines have adequate flexibility to avoid damage?                  YO NE] u[-] N/AE]
Yes attachedlines have adequateflexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free          YN NE] UE]
of potentially adverse seismic interaction effects?
Yes based on the above anchorageevaluations, the anchorageis free of potentiallyadverse seismic conditions.
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ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5                                                                                            1P2 Status: YN NEI-    UL-R1 Seismic Walkdown Checklist (SWC)              SWELl-075 Equipment ID No. EGA8                                                  Equip. Class' 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[-i    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 spreadingroom elev. 33' AWC-004 2/28/14 Evaluated by:    Mnaaip. ,*tnllh                                                Date:
Maryryie Staub                                                                            R1 Kai Lo                                                                  212811 EN-DC-168 REV 0
ATTACHMENT  9.6                                                    SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT  9.6                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5                                                                                    IP2 Status: YE NEI    uE]  R1 Seismic Walkdown Checklist (SWC)        SWELl-075 Equipment ID No. EGA8                                            Equip. Class1 16 Equipment Description  10 KVA STATIC INVERTER #23 Photographs Note:                                            Note:
Right side anchorage.
R1 Note:                                                        internal components at bottom Left side anchorage.                          I Note:
EN-DC-168 REV 0
ATTACHMENT  9.6                                  SEISMIC WALKDOWN CHECKUsT FoRm SEISMIC WALKOOWN CHECKLIST FORM Sheet 5 of 5 9.6 ATTACHMENT IP2 RI Note:      intemal components at top Note: no otherphotos.
EN-DC-168 REV 0
ATTACHMENT      9.6                                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 6                                                                                                        IP2 Status: YE NOI ULI Seismic Walkdown Checklist (SWC)                    SWELl-076                                                            R1 1
Equipment ID No.        21EDG                                                          Equip. Class  17 Equipment Description        DIESEL GENERATOR NO. 21 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.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item one        YE NIZ of the 50% of SWEL items requiring such verification)?
Yes the anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    Y[    NI U[E- NIAE R1 Anchorage of components internalto cabinets that are attached to diesel were examined. See comments on page 3.
External anchoragewas inspected and is acceptable.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YE NE- UF-1 N/AE]
oxidation?
Minor surface rust. Accepable.
: 4. Is the anchorage free of visible cracks in the concrete near the YE NEI UE- N/AE[
anchors?
A few minor hairlike cracks. No significantstructuralcracks.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6                                                                                                IP2 Status: Y;    NM Ur--
Seismic Walkdown Checklist (SWC)              SWELl-076                                                      R1 1
Equipment ID No.      21EDG                                                    Equip. Class  17 Equipment Description    DIESEL GENERA TOR NO. 21
: 5. Is the anchorage configuration consistent with plant documentation?        Y[    N-I Ur] 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 the SQUG (SEWS).
: 6. Based on the above anchorage evaluations, is the anchorage free of          YN NOI    UOI potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorage is free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YN N-] UL-      N/AZ!
Numerious tubes touch each other. Judged OK.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  Y[    NEI] U[] N/A[--
and masonry block walls not likely to collapse onto the equipment?
Refer to A WC-01 1 for partition discussion.
: 9. Do attached lines have adequate flexibility to avoid damage?                Y[E NE] U[-    N/Al-]
Yes attachedlines have adequateflexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        Y[Z NEI urD 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
ATTACHMENT    9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6                                                                                                      IP2 Status: YM NEI      UL 1 Seismic Walkdown Checklist (SWC)              SWELl-076                                                            R1 Equipment ID No.      21EDG                                                      Equip. Class' 17 IFniiinmrntflr3_crintinn  fI-')II.L (FNFRATOR NC) 21 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could            YZ NEI      ULI adversely affect the safety functions of the equipment?
Yes we have looked for and found no otherseismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
West lower airfilters bottom clip does not hold air filter in place. Air can by-pass filter Operations personnel fixed issue while inspection team was their. OperationsCR IP2-2012-06238issued for trend tracking resolusion.
==References:==
Drawings and AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.
9321-F-18533 (A201351), Control and diesel generatorbuildings foundation plan and details.
AWC-011 The upper roof panel has one bolt that doesn't have a nut. This is acceptable because the remaining bolts are adequate to hold the panel.This is addressedin CR-IP2-2013-04549.
The anchorageof the following components that are inside a cabinet are inspected:
: 1. Powerpanel for 21 Pre Lube Pump, 21 Lube Oil Heater, and 21 Jacket Water Heater OK
: 2. Panel EPZ44: Fuses for 21 Pre Lube Pump, 21 Lube Oil Heater,21 jacket water heaterOK
: 3. 21 EDG Gauge Boardpanel                                                                        OK
: 4. 21EDG Jacket water pressure switch box                                                        OK OK      R1
: 5. 21EDG CrankcaseExhaust Fan StarterEnclosure Evaluated by:      Kiu I n                                                              Date:      11/12/13 John Skoniecznv                                                                  11/12/13 EN-DC-168 REV 0
ATTACHMENT  9.6                                              SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Shoot 4 of 6 9.6 ATTACHMENT                                                                                IP2 Status: Y0 N--    U-I Seismic Walkdown Checklist (SWC)    SWELl-076                                                R1 Equipment ID No. 21EDG                                      Equip. Class' 17 Equipment Description  DIESEL GENERATOR NO. 21 Photographs Note: LOWER AIR FILTER NOT FULLY LATCHED.
i Note:    DIESEL GENERATOR NO 21.
Note:    no photo.
LOWER AIR FILTER NOT FULLY LATCHED.
EN-DC-168 REV 0
ATTACHMENT 9.6                          SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 9.6 ATrACHMENT IP2 Note:    Panel EPZ44        Note: PanelEPZ44 internals R1 Note:    21 EDG Gauge Board EN-DC-168 REV 0
ATTACHMENT  9.6                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP2 Note:
Note: 21EDG Crankcase Exhaust Fan Starter Enclosure EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 10 Status: YN NEI    UI1 Seismic Walkdown Checklist (SWC)                    SWELl-077 RI Equipment ID No.          O022EDG                                                      Equip. Class 1 17 Equipment Description        DIESEL GENERATOR NO. 22 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        YE NEI of the 50% of SWEL items requiring such verification)?
Yes the anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YN NO~ ULI N/AEI            R1 Anchorage of components internalto cabinets attached to diesel were opened and examined. Internals were inspected.
Southwest of the EDG near the western post of the EDG exhaust pipe there is a base plate missing I of 4 anchorbolt nuts. This is judged seismically adequate as this base plate was abandoned from the old EDG exhaust pipe support and now a 4" pipe bearson but is not welded to the base plate.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YN NO UI-] N/AEl oxidation?
Yes the anchorageis free of corrosion that is more than mild surface oxidation.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                              SEISMIC WALKOOWN CHECKLIST FORM Sheet 2 of 10 Status: Y[  NE] UE-    RI Seismic Walkdown Checklist (SWC)              SWELl-077 Equipment ID No.        O022EDG                                              Equip. Class1 17 Equipment Description        DIESEL GENERA TOR NO. 22
: 4. Is the anchorage free of visible cracks in the concrete near the            YEI NE uE- N/AE-anchors?
EDG Pedestalhas 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-11 was issued to resolve.
: 5. Is the anchorage configuration consistent with plant documentation?          Y1;  NE] UE- 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          YE NEI uEr 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?        YO NE-] UE- NIAE1 A lot of tubing, hoses, etc. touch each other. All occurences where judged acceptable. Some but not all of the occurencesare noted below.
        -Fuel oil filter line DF-80 touches DF-78 on south 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-1-1 and PS-5-1 stop tubing touches pipe to FE-6469 on east side of 22EDG.
        -Line on west side of 22EDG to DL0-539 touches line to DF-107.
EN-DC-168 REV 0
ATTACHMENT    9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of I [0 Status: YI* N[7l UL-I  R1 Seismic Walkdown Checklist (SWC)              SWELl-077 Equipment ID No.      O022EDG                                                Equip. Class1 17 Equipment Description    DIESEL GENERATOR NO. 22
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  Y(Z N[Il U[] N/AD1 and masonry block walls not likely to collapse onto the equipment?
Refer to AWC-01 1 for partitiondiscussion.
: 9. Do attached lines have adequate flexibility to avoid damage?              Y[    N[-] U[-] N/AII Yes attached lines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free      YZ ND] U[I of potentially adverse seismic interaction effects?
Yes based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could        YE NDI 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.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 10 Status: YZ NEI- UL-    g1z Seismic Walkdown Checklist (SWC)              SWELI-077 Equipment ID No. O022EDG                                                    Equip. Class1 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 IP2-2012-06515issued 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 boardcover 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.
The StartingAir PressureGauge is missing I of 3 screws. The remaining 2 screws will be seismically adequate. This condition is captured in CR-IP2-2013-02336.
==References:==
Drawings and AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.
CR IP2-2012-06515 CR IP2-2012-06238 WRT 00172112 AWC-011 Left hand starting airpressuregauge missing one screw. Found 6/10/13 Evaluated by:    Kai Lo                                                              Date:
R1 Dan Nuta                                                                      6/10/13 EN-DC-168 REV 0
ATTACHMENT  9.6                                                      SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 10 Status: YtZ NO UL-R1 Seismic Walkdown Checklist (SWC)            SWELl-077 Equipment ID No. O022EDG                                            Equip. Class1 17 Equipment Description    DIESEL GENERATOR NO. 22 Photographs Note:    Flange on 22EDG JW & LO Coolers          Note:      Minor surface corrosion on flange cooling WTR outlet with flush nut and showing      couplings. Possible galvanic corrosion stainless minor surface corrosion.                            steel pipe and carbon steel bolts.
EN-DC-168 REV 0
ATAHMENT 9.o61                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 10 Status: YZ NEIrU[]      R1 Seismic Walkdown Checklist (SWC)            SWELl-077 Equipment ID No. O022EDG                                          Equip. Class1 17 EcauiDment Descrption  DIESEL GENERATOR NO. 22 Note:      ý;nows ruse panel for 22 PreLube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR that has damaged & missing grout under the eastern (close) posts base plate.
Note:      Example of rubber tubing touching.      Note:      Latch on 22EDG Gauge boardcover panel on north side is not latched.
EN-DC-168 REV 0
ATAHMENT 1 9.6                                                      SEISMIC WALKDOWN CHECKLIST FORM Sheet 7 of 10 Status: Y[    NEI  U1,I  R1 Seismic Walkdown Checklist (SWC)        SWELl-077 Equipment ID No. O022EDG                                          Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 22 Note:      tracKea weios on parrionwan oetween  Note: Partitionwall between diesels that needs diesels.                                        verificationof seismic design.This is addressedin  SR1 CalculationFCX-00534 and A WC-011.
EN-DC-168 REV 0
ATTACHMENT 9.6                                  SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 8 of 109.6 ArrACHMENT Note:    PanelEPZ45            Note: PanelEPZ45 internals R1 Note:    22 jacket water heater Note:  22 jacket waterheaterinternals EN-DC-168 REV 0
ATTACHMENT  9.6                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 9 of 10 Note:      22 jacket water heaterinternals Rl 22 EDG Gauge Board              Note: 22 EDG Gauge Board intemals I Note:
EN-DC-168 REV 0
ATTACHMENT 9.6                                                  SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT  9.6                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 10 of 10 Note:    missing screw from startingairpressure Note:  22 EDG Jacket Water Pressure Switch gauge                                          cabinet Rl Note:      22 EDG CrankCase Exhaust Fan        Note:    22 EDG CrankCase Exhaust Fan Starter StarterEncolure                                Encolure internals EN-DC-168 REV 0
ATTACHMENT      9.6                                                                    SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 9                                                                                                        IP2 Status: Y[    NEIl UE-    111 Seismic Walkdown Checklist (SWC)                    SWELl-078 Equipment ID No.        O023EDG                                                        Equip. Class1 17 Equipment Description        DIESEL GENERATOR NO. 23 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.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item, one        YE NEI of the 50% of SWEL items requiring such verification)?
Yes the anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YE N[DI U[I N/AD R1 Anchorage of components internalto cabinets attached to diesel were examined. Internals were inspected when cabinets were opened.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YE NDI    UD-] N/A[l oxidation?
Surface corrosion.Not significant.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YE NDl UD-- N/ADl anchors?
Minor hair line cracks. Not significant.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9                                                                                                  IP2 Status: YE. NEI      U[D    R1 Seismic Walkdown Checklist (SWC)                SWELI-078 I
Equipment ID No.      O023EDG                                                  Equip. Class1 17 Equipment Description      DIESEL GENERATOR NO. 23
: 5. Is the anchorage configuration consistent with plant documentation?          YE Nr-o 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 the SQUG (SEWS).
: 6. Based on the above anchorage evaluations, is the anchorage free of            YE N-    U[I potentially adverse seismic conditions?
Yes based on the above anchorage evaluations, the anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YZ NIl 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,    YE  NEI- U0---Z N/A--
and masonry block walls not likely to collapse onto the equipment?
Refer to AWC-01 I for partitiondiscussion.
: 9. Do attached lines have adequate flexibility to avoid damage?                YZ N-    ULI N/AD Numerious lines touching. Judged acceptable.
: 10. Based on the above seismic interaction evaluations, is equipment free        YZ NO 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
ATTACHMEI? iT9.6                                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 9                                                                                                        IP2 Status: YN NiE U--        R1 Seismic Walkdown Checklist (SWC)                SWELl-078 Equipment ID No.      O023EDG                                                      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              YZ NEI    U-1 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) 1 of 4 airfilter latches do not hold air filter in place. Air can by-pass filter. Operationspersonnel fixed issue in our presence. CR IP2-2012-06238issued for trend tracking purposes.
==References:==
Drawings and AWC Drawings: 9321-H-2250, Rev 7, Dieselgeneratorbuilding general arrangementplan, AWC-011
: 1. Fuse panel EWZ69 OK
: 2. Powerpanel - light adaptoris loose from panel cover (adhesive) at 23 lube oil heaterpower light. This is addressed in CR-IP2-2013-04158.
: 3. Panel adjacent to gauge board (jacket waterpressure switch) OK
: 4. EDG gauge board- electrical tape at back of panel at 2 locations. This is a housekeeping issue.
: 5. Crankcasestarterenclosure OK 10/15/13 Evaluated by:      Kai Lo                                                                Date:
R1 Dan Nuta      A                                                                  10/15/13 EN-DC-168 REV 0
ATTACHMENT  9.6                                            SEISMIC WALKDOWN CHECKLIST FoRm SEIsMIc WALKDOWN CHECKLIST FoRM Sheet 4 of 99.6 ATrACHMENT                                                                                IP2 Status: YN NE] UI-      R1 Seismic Walkdown Checklist (SWC)    SWELI -078 Equipment IDNo. 0023EDG                                  Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Photographs Note:                                        Note:
DIESEL GENERATOR NO 23.                      PARTITION WALL BETWEEN GENERATORS.
EN-DC-168 REV 0
ATTACHMENT  9.6                    SEISMIC WALKDOWN CHECKLIST FoRm Sheet 2 of 9                                                    IP2 Note:    #23 EDG panel Note: PanelEWZ69 EN-DC-168 REV 0
ATTACHMENT 9.6                        SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9 9.6 ATTACHMENT                                                        IP2 Note:    Panel EWZ69 intemals Note:
R1 Note:    panel internals EN-DC-168 REV 0
ATTACHMENT 9.6                                  SEISMIC WALKDOWN CHECKLIST FORM ATTAHMEN 9.              SEIMICWALKOWN    HECLISTFOR Sheet 2 of 9                                                                IP2 Note:    side panel              Note: side panel internals R1 Note:    23 EDG Gauge Board      Note:  23 EDG Gauge Board internals EN-DC-1 68 REV 0
ATTACHMENT 9.6                                              SEISMIC WALKDOWN CHECKLIST FoRm SEISMIC WALKDOWN CHECKLIST FoRM Sheet 2 of 9 9.6 ATTACHMENT                                                                              IP2 Note: 23 EDG Gauge Board - electrical tape on Note: 23 EDG Gauge Board internals back of panel R1 Note:    23 EDG Gauge Board internals        Note:  23 EDG Gauge Board internals EN-DC-168 REV 0
ATTAC HM ENT 9.6                                              SEISMIC WALKDOWN CHECKLIST FORM ATrACHMENT 9.6                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9                                                                                IP2 R1 Note:    Crankcase exhuast fan starterenclosure Note: Crankcase exhuast fan starterenclosure internals EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 8                                                                                                        IP2 Status: YZ NE] ULI RI Seismic Walkdown Checklist (SWC)                    SWELl-081 Equipment ID No.          IP2-EDGB-72-DB6                                              Equip. Class' 18 Equipment Description        EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL 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.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item one          YEI NE of the 50% of SWEL items requiring such verification)?
No, the anchorageconfiguration verification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YZ NEI U[] N/A[I R1 Cabinet was opened for internalinspection during A TO and internals inspected. See sheet 3.
External anchorageis present and was inspected. Extemal anchorage is free of bent, brocken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    Y[  N[-1 uE] N/AE]
oxidation?
Minor surface corrosion.Judged OK.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YE NEi    U1-1 N/AEI anchors?
Floor is coated. No visible cracks.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
SEISMIC WALKDOWN CHECKLIST FORM ATTAC HM ENT  9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 8                                                                                                IP2 Status: YZ NEIr U--I        R1 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-] NEI 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          YE NEI    U-I potentially adverse seismic conditions?
R1 Yes based on the above anchorageevaluations, the anchorage is free of potentially adverse seismic conditions. Internalcomponents were examined duing EDG A TO. See sheet 3.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YZ NEI UE] N/AE1 Yes soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YE NEI    UE] N/A[3 and masonry block walls not likely to collapse onto the equipment?
Speaker and heateroverheadjudged to be adequately supported.
: 9. Do attached lines have adequate flexibility to avoid damage?                Y;    NE] UE] N/AE]
Yes attachedlines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        YE NE] UE]
of potentially adverse seismic interaction effects?
Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 8                                                                                              IP2 Status: YE NEI      ULI    R1 Seismic Walkdown Checklist (SWC)              SWELl-081 Equipment IDNo.      IP2-EDGB-72-DB6                                        Equip. Class1 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    YZ N[Il U[I adversely affect the safety functions of the equipment?
Yes we have looked for and found no otherseismic 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. Operationspersonnel fixed issue immediately for walkdown team.
==References:==
Drawings and AWC.
Drawings: 9321-F-3049,Rev 30, Conduit layout diesel generatorbuilding,elev 67' and 72' plan.
A209208, Rev 11. Conduit layout diesel generatorbuildingelev 67' and 72' section 4 Details.
9321-H-2250,Rev 7. Diesel generatorbuilding general arrangementplan.
AWC-011 During EDG A TO, the following cabinets were opened and the internalsinspected:
: 1. Air CompressorPanel O.K.
: 2. Fuel Oil Pump Disconnect O.K.                                                                  R1
: 3. Crankcase Exhaust Fan Fuse Box O.K.
Evaluated by:    Kai Lo                                                        Date:    11-12-2013 John Skoniecznv                                                        11-12-2013 EN-DC-168 REV 0
ATTACHMENT 9.6                                                  SEISMIC WALKDOWN CHECKLIST FORM ATTAHMEN 9.                            SEIMICWALKOWN      HECLISTFOR Sheet 4 of 8                                                                                  IP2 Status: YZ NrI-  Ur-I  R1 Seismic Walkdown Checklist (SWC)        SWELl-081 Equipment ID No. IP2-EDGB-72-DB6                              Equip. Class1 18 Equipment Description  EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Photographs Note:                                            Note:
EDG BLDG 72' EL ENGINE AUXILIARIES CTRL              ENGINE AUXILIARIES CTRL PANEL close up PANEL.
EN-DC-168 REV 0
ATTACHMENT  9.6      SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT  9.6      SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 8 IP2 Photographs RI Note:
EN-DC-168 REV 0
ATTACHMENT 9.6  SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 8 IP2 Photographs Ri Note:      21, EN-DC-168 REV 0
ATTACHMENT  9.6                                    SEISMIC WALKDOWN CHECKLIST FORM IP2 Photoaraohs Note:                              Note:
21 Diesel Fuel Oil Pump Disconnect 21 Diesel Fuel Oil Pump Disconnect EN-DC-168 REV 0
8 of8 9.6 ATTACHMENT Sheet                                          SEISMIC WALKDOWN CHECKLIST FORM IP2 Photographs Note:                            Note: no otherphotos.
Crankcase Exhaust Fan 21 Fuse Box EN-DC-168 REV 0
ATTACHMENT 9.6                                                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4                                                                                                      IP2 Status: YZ Nil U-I Seismic Walkdown Checklist (SWC)                  SWELl-082 Equipment ID No.        INSTRK 19                                                    Equip. Class' 18 Equipment Description        INSTRUMENT RACK 19 Location: Bldg.      VC                                Floor El.      68'-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 anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YEE NO UrI N/AD Anchorage is free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                  YS ND U[I N/AD oxidation?
Anchorage is free of corrosionthat is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YE NDI U[-] N/AD anchors?
Observed two cracks that are approximately < 1/64" near bolts 9 and 12 (see SQUG Rack 19 for bolt numbering scheme). Forbolt 9, the crack is approximately 3" away. Forbolt 12, the crack is approximately2" away.
LB-16 evaluation was generatedto assess the anchoragebased on cracked concrete. The evaluation determined that the existing condition is acceptable.
1Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4                                                                                              IP2 Status: YE ND UD--
Seismic Walkdown Checklist (SWC)                SWELl-082 Equipment ID No.      INSTRK 19                                              Equip. Class1 18 Equipment Description      INSTRUMENT RACK 19
: 5. Is the anchorage configuration consistent with plant documentation?          YDI  NO 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 configurationis consistent with SQUG documentationfor Rack 19. However, bolt configuration is not consistent with drawing A208247. CR-IP2-2014-01607is generated to document this and to update this drawing based on as-built configuration.
: 6. Based on the above anchorage evaluations, is the anchorage free of          YO NEI ULI potentially adverse seismic conditions?
See question #4.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        Y0 NDI uD-- N/AD Soft targets are free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YO ND] UD- N/ADl and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, and lighting are not likely to collapse.
: 9. Do attached lines have adequate flexibility to avoid damage?                YE NDI    U[D] N/A[D Attached lines have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free        YO ND-] u[-]
of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interactioneffects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4                                                                                            1P2 Status: YE NEI    UE-1 Seismic Walkdown Checklist (SWC)              SWELl-082 Equipment ID No. INSTRK 19                                              Equip. Class' 18 Equipment Description    INSTRUMENT RACK 19 Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    YE NEI UE-adversely affect the safety functions of the equipment?
We have looked and found no otherseismic 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-7027-42 Rev 42 (A-201121), Containment building instrument arrangementsht. I instrumentation A201145 Rev 15.
AWC-048 Evaluated by:  Maggie Staub                                                    Date:    3/5/14 Kai Lo                "-                                                3/5/14 EN-DC-168 REV 0
ATTACHMENT 9.6                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4                                                                            IP2 Status: Y[  NM U-Seismic Walkdown Checklist (SWC)      SWELl-082 Equipment ID No. INST RK 19                              Equip. Class1 18 Equipment Description  INSTRUMENT RACK 19 Photographs Note:      Rack 19                            Note: Anchorage
[Note:  concrete crack nearbolt 12 l Note:    concrete crack at bolt 9        i EN-DC-168 REV 0
ATTACHMENT 9.6                                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NEI      U-l Seismic Walkdown Checklist (SWC)                    SWELI-083 Equipment ID No.          INSTRK21                                                      Equip. Class1 18 Equipment Description          INSTRUMENT RACK 21 Location: Bldg.        VC                              Floor El.      68"-"            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 NE1 of the 50% of SWEL items requiring such verification)?
The anchorageconfiguration verification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  Y[    N[:] UE-  N/AE Anchorage is free of bent, broken, missing and loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                  YE NEi U[:] N/AL-oxidation?
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 NEI      U[-- N/A[--
anchors?
Anchorage is free of visible cracks.
: 5. Is the anchorage configuration consistent with plant documentation?                  Y[    NEI u-    N/ALi (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configurationis consistent with drawing A208288-4 and SQUG documentation.
I Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YER NEI  U--
Seismic Walkdown Checklist (SWC)              SWELl-083 Equipment ID No.      INSTRK21                                                Equip. Class 1 18 Equipment Description    INSTRUMENT RACK 21
: 6. Based on the above anchorage evaluations, is the anchorage free of          YI    Nil U[I-potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YN N[-] UrI N/A[D Soft targets are free from impact by nearby equipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YE N[i    U[I N/Al]
and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems,and lighting and masonry black walls not likely to collapse.
: 9. Do attached lines have adequate flexibility to avoid damage?                Y[Z N[il UD:] N/A[l]
Attached line have adequate flexibility.
: 10. Based on the above seismic interaction evaluations, is equipment free        YZ N[I-    U-I of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction effects.
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could        YE NEIUEJ adversely affect the safety functions of the equipment?
We have looked and found no other seismic conditions that could adversely affect the safety funcitons of the equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NEIl UI-Seismic Walkdown Checklist (SWC)          SWELl-083 Equipment ID No. INST RK 21                                          Equip. Class1 18 Equipment Description  INSTRUMENT RACK 21 Comments (Additional pages may be added as necessary)
==References:==
Drawingsand AWC Drawings: 9321-F-7027-42 Rev 42 (A-201121), Containment building instrument arrangementsheet no.1 instrumentation A208248-6 Rev 5, Modification to steam generatorlevel transmitterrack no. 21 A208288-4 Rev 4, Steam generatorlevel and main steam flow transmitterrack replacement detail, racks 4A,4B and 21 AWC-040 Evaluated by: Maggie Staub      ___Date:                                          3/5/14 Kai Lo      ____________-_.........___...._ Date: 3/5/14 EN-DC-168 REV 0
ATTACHMENT    9.6                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y*;  Nr"] UL-(SWC)      SWELl-083 Seismic Walkdown Checklist Equipment ID No. INSTRK21                                        Equip. Class' 18 Equipment Description  INSTRUMENT RACK 21 PhotoaraDhs Note:      Rack 21                                  Note:    Rack 21 Note:      anchorflush with angle as indicatedon    Note:  anchorageconsistent with drawing drawing A208288-4 and SQUG documentation            A208288-4 and SQUG documentation EN-DC-168 REV 0
ATTACHMENT 9.6                                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4                                                                                                          1P2 Status: YE N-- UD--
Seismic Walkdown Checklist (SWC)                    SWELl-086 Equipment ID No.          TE-122                                                        Equip. Class1 19 Equipment Description          EXCESS LETDOWN TEMP ELEMENT Location: Bldg.        VCI                              Floor El.      46'-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        Y[-  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?                    Y[Z NEi    U-I N/A[-
The anchorageis free of bent, broken, missing and loose hardware.Temperature element is welded to pipe.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YE NO U[-] N/A--
oxidation?
The anchorageis free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YO'L NO uOl NIAN anchors?
Temperature element is welded to pipe.
1 Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT    9.6                                                              SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4                                                                                                1P2 Status: YEE NE] UE7 Seismic Walkdown Checklist (SWC)                SWELl-086 Equipment ID No.      TE-122                                                  Equip. Class1 19 Equipment Description      EXCESS LETDOWN TEMP ELEMENT
: 5. Is the anchorage configuration consistent with plant documentation?          YEI NEil 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.)
: 6. Based on the above anchorage evaluations, is the anchorage free of          Y[    NEI ULi potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YE N[-] ul-] N/A"-
Soft targets are free from impact by nearbyequipment and structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,  YE NEr] UE] N/AE]
and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, ceiling tiles and lighting are not likely to collapse onto the equipment.
: 9. Do attached lines have adequate flexibility to avoid damage?                YE NEl ur-] N/All Attached lines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        Y[    NEl Ul]
of potentially adverse seismic interaction effects?
The equipment is free of potentially adverse seismic interaction effects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4                                                                                            IP2 Status: YZ NO-    U[I Seismic Walkdown Checklist (SWC)              SWELl-086 Equipment ID No. TE-122                                                Equip. Class' 19 Equipment Description    EXCESS LETDOWN TEMP ELEMENT Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    Y[    NEI U[-]
adversely affect the safety functions of the equipment?
We have looked and found no otherseismic conditions that could adversely affect the safety fuctions of the equipment.
Comments (Additional pages may be added as necessary)
==References:==
Drawings and A WC Drawings: 9321-F-7028-46 (A201122), Rev 46, Containment building instrument arrangement-sheet no. 2 instrumentation.
A WC-041 Evaluated by:  Maqgie Staub                                                    Date: 3/3/14 Kai Lo                                                                  3/3/14 EN-DC-168 REV 0
ATTACHMENT  9.6                                        SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4                                                                          IP2 Status: YE NEIl  Ur-Seismic Walkdown Checklist (SWC)    SWELl-086 Equipment ID No. TE-122                                Equip. Class1 19 Equipment Descrption  EXCESS LETDOWN TEMP ELEMENT Photographs Note:      TE-122                            Note: TE-122 EN-DC-168 REV 0
ATAHMENTI9of6                                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 6 1132 Status: YE NEI  UD Seismic Walkdown Checklist (SWC)                    SWELl-087 Equipment ID No.            IPNL PP9                                                      Equip. Class1 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        YO-- NE of the 50% of SWEL items requiring such verification)?
No, the anchorageconfigurationverification is not required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                  YN NEI UI- N//A Internalanchorage was inspected during 21EDG A TO and internal anchoragewas inspected. See sheet 3.
External anchors where inspected and are free of bent, broken, missing or loose hardware.
R1
: 3. Is the anchorage free of corrosion that is more than mild surface                  YE NEJ uEJE N/AE1 oxidation?
No corrosionfound on extemal bolts. Internal bolts were inspected when panel was opened during 21EDG A TO.
: 4. Is the anchorage free of visible cracks in the concrete near the                    YZ NE] ULI N/AEl anchors?
Internal bolts were inspected when panel was opened. No visible cracks at extemal anchors during 21EDG A TO.
Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.
EN-DC-168 REV 0
STAheet 2 of6                                                                  SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 IP2 Status: YE NEI    UE-1 Seismic Walkdown Checklist (SWC)                  SWELl-087 Equipment IDe No.        PNL PP9                                                Equip. Class1 20 Equipment Description        EDG 21 CONTROL PANEL
: 5. Is the anchorage configuration consistent with plant documentation?          YEI NEI UE-- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Not applicable since component is not part of the anchorage configuration verification.
: 6. Based on the above anchorage evaluations, is the anchorage free of            Y[    NEI  uE-potentially adverse seismic conditions?
RI Anchorage internalto cabinet was inspected during 21EDG ATO and there is no it is free of potentially adverse seismic conditions.
4-Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YE NEI    u[-] N/AE 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. Operationspersonnel reattachedand repairedrestraintbracket immediately in our presence. CR IP2-2012-6207 issued for trackingpurposes.
Swing of the side synch panel will be limited because the two nuts will act as a restraint.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,    YE NEI    uEr  N/AE]
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 uE- N/AE Yes attachedlines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        YN NEIuEl of potentially adverse seismic interaction effects?
Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP2 Status: YI      NEI U--  RI Seismic Walkdown Checklist (SWC)                SWELI-087 Equipment ID No.      PNL PP9                                                  Equip. Class1 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    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)
Panel on north end of #23 EDG control panel is missing I of 24 bolts. Bottom latch of #22 and #23 EDG control panel not lached. Operationspersonnel fixed issues on the spot in our presence. CR IP2-2012-06238 issued for tracking.
==References:==
Drawingsand AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.
AWC-011 A bolt connecting the top cover panel to steel frame is missing a nut. Since the verticalseismic acceleration is less than 1.0, there is no uplift andjust shear. The remaining bolts will be adequate to restraintthe top cover panel in place. This condition is capturedby CR-IP2-2013-04549.
Slight surface rust was observed at the top panel bolt holes.
Evaluated by:      Kai Lo                                                            Date:    11-12-2013 R1 John Skoniecznv      ,                                                    11-12-2013 EN-DC-168 REV 0
SEISMIC WALKDOWN CHECKLIST FoRm Sheet 4 of 6 IP2 PhoTogACHMETs.                                                Status: YZ NE] Ur]    Ri Seismic Walkdown Checklist (SWC)          SWELl-087 Equipment ID No.      PNL PP9                        Equip. Class' 20 Equipment Description    EDG 21 CONTROL PANEL Photographs R1 Note:    EDG 21 control panel showing side Synch panel that is free to swing.
EN-DC-168 REV 0
59of6 ATAHMENT                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 IP2 Status: YN    NMI- UI- Ri Seismic Walkdown Checklist (SWC)      SWELl-087 Equipment ID No. PNL PP9                                        Equip. Class1 20 Equipment Description  EDG 21 CONTROL PANEL Photographs Note:    EDG 21 contrl panel anchorage        Note: A bolt on the top coverpanel is missing a nut. Slight surface rust at the bolt holes.
EN-DC-168 REV 0
69of6 ATAHMENT                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP2 Status: YE NrM    U-E  R1 Seismic Walkdown Checklist (SWC)          SWELl-087 Equipment ID No. PNL PP9                                          Equip. Class' 20 Equipment Description  EDG 21 CONTROL PANEL Photographs Note:  Side synch panel of the 21EDG control    Note: Side synch panel is restraintby the two Panel                                            nuts during a seismic event and horizontal movement will be limited.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                          SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4                                                                                                        IP2 Status: YZ NEI- U-il Seismic Walkdown Checklist (SWC)                    SWELl-101 Equipment ID No.          21AT                                                          Equip. Class1 21 Equipment Description        21 SIS ACCUMULATOR Location: Bldg.      VC                                Floor El.      46'-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 NE of the 50% of SWEL items requiring such verification)?
The anchorageconfigurationverification is required.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                    YE NE U[--    N/AE-The anchorageis free of bent, broken, missing or loose hardware.
: 3. Is the anchorage free of corrosion that is more than mild surface                    YZ NE U-      N/AE--
oxidation?
The anchorageis free of corrosion that is more than mild surface oxidation.
: 4. Is the anchorage free of visible cracks in the concrete near the                      YN NE UEJ N/AE--
anchors?
The anchorageis free of visible cracks in the concrete near the anchors.
Enter the equipment class name from EPRI 1025286, Appendix 13: Classes of Equipment.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                                SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4                                                                                                IP2 Status: YN NEI    UI Seismic Walkdown Checklist (SWC)                SWELl-101 Equipment ID No.      21AT                                                    Equip. Class' 21 Equipment Description      21 SIS ACCUMULATOR
: 5. Is the anchorage configuration consistent with plant documentation?          Y[    NEI UEr N/AE-1 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
The anchorage configurationis consistent with drawing 9321-01-2921-1.
: 6. Based on the above anchorage evaluations, is the anchorage free of          YZ NiE U-I potentially adverse seismic conditions?
The anchorageis free of potentially adverse seismic conditions.
Interaction Effects
: 7. Are soft targets free from impact by nearby equipment or structures?        YN NEI    UIE N/AE-Soft targets are free from impact by nearby equipment or structures.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI      U[E1 N/ALL and masonry block walls not likely to collapse onto the equipment?
Overhead equipment, distributionsystems, 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 NEI    uE- N/All Attached lines have adequate flexibility to avoid damage.
: 10. Based on the above seismic interaction evaluations, is equipment free        YE NEI UEl of potentially adverse seismic interaction effects?
Equipment is free of potentially adverse seismic interactioneffects.
EN-DC-168 REV 0
ATTACHMENT 9.6                                                            SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4                                                                                            IP2 Status: YZ Nil    U--
Seismic Walkdown Checklist (SWC)              SWELl-101 Equipment ID No. 21AT                                                  Equip. Class1 21 Equipment Description    21 SIS ACCUMULATOR Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could    YZ NDl U[-i adversely affect the safety functions of the equipment?
We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
==References:==
Drawings and AWC Drawings: SIO 41042 Rev 6, IPP-2Accumulator tank A205745-11, Rev 11, Instrumentation.
MIC no. 1999MC3434 Rev 17A Containment building general arrangementplans sheet 3 9321-01-2921-1 AWC-038 Evaluated by:    Maggie Staub                                                  Date:    3/3/14 S -"--                                            3/3/14 Kai Lo EN-DC-168 REV 0
ATTACHMENT 9.6                                            SEISMIC WALKDOWN CHECKLIST FoRM Shoet 4 of 4                                                                          IP2 Status: YE Nn Ur]
Seismic Walkdown Checklist (SWC)      SWELl-101 Equipment ID No. 21AT                                  Equip. Class1 21 Equipment Description  21 SIS ACCUMULATOR Photographs Note:    21 SIS Accumulator                  Note: 21 SIS Accumulator- anchorage EN-DC-168 REV 0
IP-RPT-12-00037 Rev. 1 ATTACHMENT K - DEFERRED AREA WALK-BY CHECKLISTS (AWCs)
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YN NI- UE-Area Walk-By Checklist (AWC)                  AWC- 037 Location: Bldg. CB                Floor El. 53'-0            Room, Area 1 SWEL Components:                SWELl -063, SWELl -064 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YN NEI UOL        N/A-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
Anchorage appearsto be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                          YjE NOi    UIE- N/A]
significant degraded conditions?
Equipment appearsto be free of significant degraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                  YE    NO EJlui N/A[L raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
1 If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                        AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI  uEI Area Walk-By Checklist (AWC)                  AWC- 037 Location: Bldg. CB                Floor El. 53'-0      Room, Area 1 SWEL Components:                SWELl -063, SWELl -064
: 4. Does it appear that the area is free of potentially adverse seismic        YZ NEI    uEr  N/A[E spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
All ceiling tiles are tied to the supportingframe.
: 5. Does it appear that the area is free of potentially adverse seismic        YN N['] U-- N/AE-interactions that could cause flooding or spray in the area?
The areais free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YN NEI    UE- N/AE[
interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        Y[E] NZ uE] N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed a cart with equipment and cables near OPS Analog Channel No. I panel. The cart has four wheels that are not locked nor have wheel lock mechanism (see photos). Duringa seismic event, the cart may dislodge and strike nearbypanels such as supervisorypanel. This is addressedin CR-IP2-2014-01660.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YO NEIl UEI Area Walk-By Checklist (AWC)              AWC- 037 Location: Bldg. CB            Floor El. 53'-0        Room, Area 1 SWEL Components:            SWELl -063, SWELl -064
: 8. Have you looked for and found no other seismic conditions that could YZ NEI-  Uil adversely affect the safety functions of the equipment in the area?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Evaluated by: Maggie Staub      A,`Z&#xfd;                                      Date: 317/14 Kai Lo                                                              3/714 EN-DC-168 REV 0
ATTACHMENT 9.7                                            AREA WALK-BY CHECKUST Sheet 4 of 4 Status: YZ NEI  ULM Area Walk-By Checklist (AWC)        AWC- 037 Location: Bldg. CB      Floor El. 53'-0    Room, Area1 SWEL Components:      SWELl -063. SWELl-064 Photographs EN-DC-168 REV 0
ATTACHMENT    9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NOI U-I Area Walk-By Checklist (AWC)                AWC- 038 Location: Bldg. VC                Floor El. 46'-0          Room, Area1 SWEL Components:              SWELl-101 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YO NEO UE-        N/A[L]
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorageof equipment in the area appearsto be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        Y[    NEI U[-    N/A[l significant degraded conditions?
The anchorage of equipment in the area appears to be free of significant degraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YN NEO ur] N/AEJ raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduit raceways and HVAC ducting appearto be free of potentiallyadverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                        AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI  UE-Area Walk-By Checklist (AWC)                AWC- 038 Location: Bldg. VC              Floor El. 46"-O        Room, Area' SWEL Components:              SWELl -101
: 4. Does it appear that the area is free of potentially adverse seismic        YN NEI  UE[ N/AE-spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatial interactionswith other equipment.
: 5. Does it appear that the area is free of potentially adverse seismic        YE NEI UE- N/AE-interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        Y[  NEI  ur  N/AE-interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YZ NEI  uEr  NIAE[
interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed temporary tools and scaffolding used for outage. These will be removed once outage is done based on Attachment 7 of procedure OAP-007. The scaffolding is noted to be well anchored. Therefore, the area is free of potentiallyadverse seismic interactionsassociatedwith housekeeping practices,storage of portable equipment, and temporary installations.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                    AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ Nil U[--
Area Walk-By Checklist (AWC)              AWC- 038 Location: Bldg. VC            Floor El. 46"-O        Room, Area 1 SWEL Components:            SWELl-101
: 8. Have you looked for and found no other seismic conditions that could      YZ NEI    UE]
adversely affect the safety functions of the equipment in the area?
Observed a cable tray support and u-bolt near equipment 21AT that have surface oxidation (seephotos). This is judged to be acceptable.
Therefore, We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Evaluated by: Maggie Staub                                                      Date: 3/3/14 Kai Lo                                                                  3/3/14 EN-DC-168 REV 0
ATTACHMENT 9.7                                                  AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEI U" Area Walk-By Checklist (AWC)            AWC- 038 Location: Bldg. VC          Floor El. 46'-O      Room, Area' SWEL Components:          SWELl-101 Photographs Uaole tray supportnearz7    1o Accumulator EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YE NEI      UE-Area Walk-By Checklist (AWC)                AWC- 039 Location: Bldg. VC            Floor El. 46'-0          Room, Area 1 SWEL Components:              SWELl -003 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE NEI      UE] N/AE-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorageof equipment in the area appearsto be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                          YO NE] uE] N/AE]
significant degraded conditions?
The anchorage of equipment in the area appears to be free of significant degraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YE NEI UE] N/A--
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentiallyadverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NDI  UM Area Walk-By Checklist (AWC)                AWC- 039 Location: Bldg. VC            Floor El. 46"-O        Room, Area 1 SWEL'Components:              SWELl -003
: 4. Does it appear that the area is free of potentially adverse seismic        YM NEI U0 N/ADl spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatial interactionswith other equipment.
: 5. Does it appear that the area is free of potentially adverse seismic        YN NDJ UD1 N/AD interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YZ N[-D UD1 N/AD interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YE NDI UD- N/AD-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed several temporary tools, scaffolding and loose flex conduits/cables (seephoto) being used for the outage. These would be removed once the outage is over as documented in Attachment 7 of procedure OAP-007. Therefore, the area is free of potentially adverse seismic interactions associatedwith housekeeping practices,storage of portable equipment, and temporary installations.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YN NEI UEI Area Walk-By Checklist (AWC)              AWC- 039 Location: Bldg. VC            Floor El. 46'-O        Room, Area 1 SWEL Components:            SWELl -003
: 8. Have you looked for and found no other seismic conditions that could  YZ NI-] UI-adversely affect the safety functions of the equipment in the area?
Observed mild surface oxidation on a nut of a pipe support near 22A T (see photo). This is considered acceptable since its only surface oxidation.
Comments (Additional pages may be added as necessary)
Evaluated by: Maqqie Staub                                                  Date: 3/3/14 Kai Lo                                                              3/3/14 EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y0 NEI ur]
Area Walk-By Checklist (AWC)          AWC- 039 Location: Bldg. VC          Floor El. 46'-0    Room, Area' SWEL Components:          SWELl-003 Photographs Note: pipe support near 22A T                              loose flex conduits & cables near 22AT EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YO NEI      UEl Area Walk-By Checklist (AWC)                AWC- 040 Location: Bldg. VC                Floor El. 68'-0          Room, Area 1 SWEL Components:              SWELl -083 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE N[E U[-- N/A[--
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorage of equipment in the area appears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        Y[    NEI U[:] N/AZ1 significant degraded conditions?
The anchorage of equipment in the area appears to be free of significantdegraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                  YE NEJ UZ1 N/AZ-]
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduit raceways and HVAC ducting appear to be free of potentially adverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI  UD-Area Walk-By Checklist (AWC)              AWC- 040 Location: Bldg. VC              Floor El. 68'-0        Room, Area' SWEL Components:              SWELl -083
: 4. Does it appear that the area is free of potentially adverse seismic        YE NEi ULi N/AD spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatialinteractionswith other equipment.
: 5. Does it appear that the area is free of potentially adverse seismic        YN ND UD- N/AD interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YS ND UDI N/AD interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YZ NDI UD N/ADl interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed temporary tools and buckets near Rack 21 being used for the outage (see attached photo). These will be removed once the outage is done based on Attachment 7 of procedure OAP-007.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: Y] NEI- ULI Area Walk-By Checklist (AWC)              AWC- 040 Location: Bldg. VC            Floor El. 68'-0        Room, Area1 SWEL Components:            SWELl-083
: 8. Have you looked for and found no other seismic conditions that could Y[EN[:]UEJ adversely affect the safety functions of the equipment in the area?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Evaluated by: Maggie Staub                                                  Date: 3/5/14 Kai Lo                                                              3/5/14 EN-DC-168 REV 0
ATTACHMENT  9.7                                                  AREA WALK-By CHECKLIST Sheet 4 of 4 Status: YO Nil UE]
Area Walk-By Checklist (AWC)        AWC- 040 Location: Bldg. VC      Floor El. 68-0      Room, Area' SWEL Components:      SWELl -083 Photographs Note: no photo EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE      NEI  UEj Area Walk-By Checklist (AWC)                AWC- 041 Location: Bldg. VC                Floor El. 46"-O          Room, Area1 SWEL Components:              SWELl -086 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE NO] U-- N/AE]
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorageof equipment in the area appears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        YN NE] ur] N/AEI significant degraded conditions?
The anchorageof equipment in the area appears to be free of significant degradedconditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    Y[    NE] uOl    N/AE-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI-  U-I Area Walk-By Checklist (AWC)                AWC- 041 Location: Bldg. VC              Floor El. 46'-0        Room, Area 1 SWEL Components:              SWELl -086
: 4. Does it appear that the area is free of potentially adverse seismic        YZ N[E] UEI N/AE[
spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatialinteractionswith other equipment.
: 5. Does it appear that the area is free of potentially adverse seismic        YO N[--  UEI N/A[--
interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YZ NEI U[I N/AE1 interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YN NEI U[-] N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Temporary outage equipment and scaffolding were present and will be removed once outage is over. This is in accordance with Attachment 7 of procedure OAP-007.
The scaffolding was noted to be well anchored. Therefore, the area is free of potentially adverse seismic interactionsassociatedwith housekeeping practices,storage of portable equipment, and temporary installations.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: Y[  NEI ULI--
Area Walk-By Checklist (AWC)              AWC- 041 Location: Bldg. VC            Floor El. 46-0        Room, Area 1 SWEL Components:            SWELl -086
: 8. Have you looked for and found no other seismic conditions that could YN NEI UEI adversely affect the safety functions of the equipment in the area?
We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Ref. SWELI-086 Evaluated by: Maggie Staub                                                  Date: 3/3/14 Kai Lo                                                              3/3/14 EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y[* NE] U[-I (AWC)        AWC- 041 Area Walk-By Checklist Location: Bldg. VC          Floor El. 46'-0    Room, Area 1 SWEL Components:          SWELl -086 Photographs Note: no photo.                                      Note: no photo No deficiencies were noted and no pictures were      No deficiencies were noted and no pictures were required.                                            required.
EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YZ NEI U-I Area Walk-By Checklist (AWC)                  AWC- 042 Location: Bldg.      VC            Floor El. 68'-0          Room, Area 1 SWEL Components:                SWELl -052 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        Y[I N[      U-- N/A[--
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
A vertical Unistrut member of a rack located between column 12 and 13 has a broken weld. The vertical Unistruton the left and right have good weld. The rack is lightly loaded with a multiple of 3/8" weld channel CS tubings, 1" conduit and 1.5" pipes. This condition is identified by CR-IP2-2014-01250.LB-15 evaluated this condition and determined that the 3/8" tubing (most critically stressed)is structurally adequate without the broken weld Unistrut.
Unistrutwas welded properlyprior to end of outage (W. . 00376005).
: 2. Does anchorage of equipment in the area appear to be free of                          YE] NO U[I] N/AL]
significant degraded conditions?
See item I
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YE N[D UD- N/A[-]
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Slight surface rust on pipe whip restraint'scable.
1 If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                      AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YZ NEI UE]
Area Walk-By Checklist (AWC)              AWC- 042 Location: Bldg. VC            Floor El. 68'-0        Room, Area 1 SWEL Components:              SWELl-052
: 4. Does it appear that the area is free of potentially adverse seismic        YN NE] uE] N/AE-spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatial interactionswith other equipment in the area.
: 5. Does it appear that the area is free of potentially adverse seismic        YZ NEI  uEI N/AE]
interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YZ NEI] uE N/AE]
interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YN NE] UE] N/A-]
interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
The inspection is performed during the RFO, so tools and various equipment are stored on the floor. These items will be removed per OAP-007. Being enclosed by a very rugged steel structure, the charcoalfilter room appearedto be used for storage.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                        AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YM NE* UE-Area Walk-By Checklist (AWC)                AWC- 042 Location: Bldg. VC              Floor El. 68'-0        Room, Area 1 SWEL Components:              SWELI-052
: 8. Have you looked for and found no other seismic conditions that could        YN NEI      UI[]
adversely affect the safety functions of the equipment in the area?
We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
: 1. The structural steel beam above has a burnt mark and appearedto be superficial, i.e. on the surface.
: 2. Service WaterProgram engineer wrote CR-IP2-2014-01478to identify surface rusting, loose and flaking exterior coating on the 3" supply and return piping spools between the 10" header and cooling coils.
Evaluated by: Kai Lo                                                                Date: 2-27-2014 Dan Nuta                                                                    2-27-2014 EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y0 N[--] Ur-Area Walk-By Checklist (AWC)              AWC- 042 Location: Bldg. VC          Floor El. 68'-O    Room, Area1 SWEL Components:            SWELl -052 Photographs I I Noe:  ournrmark on mie srrucruralsreel Deam IIULU.
Surface rust on the pipe whip cable restraint EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI      U-Area Walk-By Checklist (AWC)                AWC- 043 Location: Bldg. VC                Floor El. 68'-0          Room, Area 1 SWEL Components:                SWELl -053 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YO NE] uE- NIAE]
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The area appears to be free of potentiallyadverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                          YO~ NEI uE] N/A[:]
significant degraded conditions?
The area appears to be free of significant degradedconditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    Y[    NEI  u-- N/A[-
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduit raceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEI U-I Area Walk-By Checklist (AWC)              AWC- 043 Location: Bldg. VC              Floor El. 68'-0        Room, Area 1 SWEL Components:              SWELl -053
: 4. Does it appear that the area is free of potentially adverse seismic        Y[E NE U-- N/A-spatial interactions with other equipment in the area (e.g., ceiling tiles and fighting)?
The area is free of potentially adverse seismic spatial interactionswith otherequipment in the area.
: 5. Does it appear that the area is free of potentially adverse seismic        YN NE U[-- NIA-interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding.
: 6. Does it appear that the area is free of potentially adverse seismic        YN NE U-      N/AE interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        Y[  NE U-    N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
The inspection is performed during the RFO, so tools and various equipment are stored on the floor. These items will be removed per OAP-007. Being enclosed by a very rugged steel structure, the charcoalfilter room appearedto be used for storage.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                  AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YED NEI U--i Area Walk-By Checklist (AWC)              AWC- 043 Location: Bldg. VC              Floor El. 68'-0        Room, Area 1 SWEL Components:            SWELl -053
: 8. Have you looked for and found no other seismic conditions that could YN NEi    UI--]
adversely affect the safety functions of the equipment in the area?
We have looked and found no other seismic conditions that could adversely affect safety functions of the equipment.
Comments (Additional pages may be added as necessary)
: 1. Spots of wom out coating on the floor.
: 2. Loose nut on the floor, a house keeping issue.
Evaluated by: KaiLo                                                        Date: 2-27-2014 Dan Nuta                                                          2-27-2014 EN-DC-168 REV 0
ATTACHMENT  9.7                                                              AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YE NEI    UI-Area Walk-By Checklist (AWC)            AWC- 043 Location: Bldg. VC          Floor El. 68'-0    Room, Area 1 SWEL Components:          SWELl -053 Photographs Note: No photos.                                    Note: No photos.
No deficiencies were noted and no pictures were    No deficiencies were noted and no pictures were required.                                          required.
EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: Y] NEI U--
Area Walk-By Checklist (AWC)                AWC- 044 Location: Bldg. VC                Floor El. 68'-O          Room, Area 1 SWEL Components:                SWELl -054 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE N[-] UEr        N/A-]
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
Anchorage appears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        YE NEI Ul-] N/Al]
significant degraded conditions?
Anchorage appears to be free of significantdegraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    Y[    NEI UE] N/A--
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic condition.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                        AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEIl U-I Area Walk-By Checklist (AWC)                AWC- 044 Location: Bldg. VC                Floor El. 68"-O      Room, Area1 SWEL Components:              SWELl -054
: 4. Does it appear that the area is free of potentially adverse seismic        YZ NEI  uEr  N/A[-
spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatial interactionwith otherequipment in the area.
: 5. Does it appear that the area is free of potentially adverse seismic        YE NEI  UE] NIAE-'
interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        Y[Z NEI UEJ N/AEI interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interaction that could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        Y;  NEI UE1 N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed tools and scaffolding being used for the outage. These will be removed once the outage is over in accordancewith Attachment 7 or OAP-007. Therefore, no adverse seismic interaction.
Observed permanent scaffolding storage rack that has been previously evaluated. This has no adverse seismic interactions.
Observed a stainless steel wall liner not fully attached to the wall. This is documented in CR-IP2-2014-01023. This has no adverse seismic interaction. It is only a housekeeping matter.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                  AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NI    Ul-i Area Walk-By Checklist (AWC)              AWC- 044 Location: Bldg. VC            Floor El. 68-0          Room, Area 1 SWEL Components:            SWELl-054
: 8. Have you looked for and found no other seismic conditions that could  YE NEI    UE]I adversely affect the safety functions of the equipment in the area?
We have looked 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 containment stainless steel linerpreviously addressedby the constructiongroup and wrote CR-IP2-2014-01128.
Evaluated by: Maggie Staub                                                    Date: 3/6/14 Kai Lo                                                                3/6/14 EN-DC-168 REV 0
ATTACHMENT 9.7                                                        AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YE NiJ  UIM Area Walk-By Checklist (AWC)            AWC- 044 Location: Bldg. VC          Floor El. 68'-O    Room, Area' SWEL Components:            SWELl-054 Photographs Note: stainless steel wall                    topht  Note:
Note: no photo wall EN-DC-168 REV 0
ATTACHMENT    9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI U[
Area Walk-By Checklist (AWC)                AWC- 045 Location: Bldg. VC            Floor El. 68'-O          Room, Area 1 SWEL Components:                SWELl -055 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE NEI ULi        N/ALl potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorage in the areaappears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                          YO NEI U[--      N/All significant degraded conditions?
Anchorage appearsto be free of significantdegraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YNI NDI U-        N/AL-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEI U-'i Area Walk-By Checklist (AWC)              AWC- 045 Location: Bldg. VC              Floor El. 68-0          Room, Area 1 SWEL Components:              SWELl -055
: 4. Does it appear that the area is free of potentially adverse seismic        YN NEI  U-I N/Al]
spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatialinteractions.
: 5. Does it appear that the area is free of potentially adverse seismic        YE NEI UL- N/AE]
interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YM NEI  U[-- N/A['-
interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YO NDI  UE- N/A[D-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed tools and equipment being used for the outage. These will be removed once the outage is over in accordancewith Attachment 7 of OAP-007.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                          AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ NEI  UnI Area Walk-By Checklist (AWC)              AWC- 045 Location: Bldg. VC            Floor El. 68'-0        Room, Area1 SWEL Components:            SWELl -055
: 8. Have you looked for and found no other seismic conditions that could      YN NEl    UEI adversely affect the safety functions of the equipment in the area?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.
Comments (Additional pages may be added as necessary)
Observed piping that is rusted outside of 24CRF. This is being addressedin CR-IP2-2014-01654.This CR states that that this is a surface condition issue only and does not impact component or system pressure boundary, structuralintegrity, or design functions.
Evaluated by: Maggie Staub                                                        Date: 3/6/14 Kai Lo                                                                    3/6/14 EN-DC-168 REV 0
ATTACHMENT  9.7                                                AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YZ NEIL Ufl Area Walk-By Checklist (AWC)        AWC- 045 Location: Bldg. VC      Floor El. 68'-0    Room, Area1 SWEL Components:      SWELl -055 Photographs Note: no photo EN-DC-168 REV 0
ATTACHMENT 9.7                                                                                    AREA WALK-BY CHECKLIST Sheet I of 4 Status: YZ NEI      U-I Area Walk-By Checklist (AWC)                AWC- 046 Location: Bldg. VC                Floor El. 68'-0          Room, Area 1 SWEL Components:                SWELl -056 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YE N[E U[E] N/AE--
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorageof equipment in the areaappears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        YO NEI      UE1 N/AE]
significant degraded conditions?
The anchorageof equipment in the area appears to be free of significant degraded conditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YE NEI      UE- N/AE-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based 6n judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                      AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEO UI-Area Walk-By Checklist (AWC)                AWC- 046 Location: Bldg. VC              Floor El. 68'-0        Room, Area 1 SWEL Components:              SWELl -056
: 4. Does it appear that the area is free of potentially adverse seismic        YN NEI UE] NIAE]
spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatialinteractionswith other equipment.
: 5. Does it appear that the area is free of potentially adverse seismic        YZ NEI UE] N/AE-interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YZ NEI  U[71 N/A[]
interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire.
: 7. Does it appear that the area is free of potentially adverse seismic        YZ NEI U-- N/AE]
interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed tools being used for the outage. These tools are for temporary usage and will be removed once outage is over. This is in accordancewith Attachment 7 of procedure OAP-007. Therefore, the area is free of potentiallyadverse seismic interactionsassociatedwith housekeeping practices.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                      AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ NIO! UFl Area Walk-By Checklist (AWC)              AWC- 046 Location: Bldg. VC              Floor El. 68'-0        Room, Area 1 SWEL Components:            SWELl-056
: 8. Have you looked for and found no other seismic conditions that could      YZ N[-] UE[
adversely affect the safety functions of the equipment in the area?
Observed a checkered floor plate (at elevation 95, above) with several weld marks (see photos). The plate is judged to be acceptable.
Observed light surface oxidation on a U-bolt for a pipe support (see photos). This is judged to be adequate since its only surface oxidation.
Observed rusted piping with poor coating nearFCU #25 (see photo).
This has been already addressed in CR-IP2-2014-01596. The CR concluded that this is a surface condition issue only and does not impact component or system pressure boundary, structuralintegrity, or design functions.
Comments (Additional pages may be added as necessary)
Evaluated by: Macqqie Staub                                                    Date: 3/4/14 Kai Lo                    ___________________________________        3/4/14 EN-DC-168 REV 0
ATTACHMENT 9.7                                                                    AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEI  UE' Area Walk-By Checklist (AWC)              AWC- 046 Location: Bldg. VC            Floor El. 68Q-0    Room, Area1 SWEL Components:            SWELl -056 Photographs I  Note: weld marks on checkered floor plate        I rIO1e: ilgnr surface oxioarion on u-Doon                Die: iignr surface oxicarion on u-oowr EN-DC-168 REV 0
ATTACHMENT      9.7                                                                                AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI U-Area Walk-By Checklist (AWC)                  AWC- 047 Location:        VC          Floor El. 46"-O          Room, Area1 Bldg.
SWEL                        SWELl -033 Components:
Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        YN NEI      uE-l N/AE-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
The anchorageof equipment in the area appearsto be free of potentiallyadverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        YN NEI      uLIE N/AE-significant degraded conditions?
The anchorageof equipment in the area appearsto be free of significant degradedconditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    Y[    NEI  uE- NIA[-]
raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.
I If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEIl UD Area Walk-By Checklist (AWC)                AWC- 047 Location:        VC            Floor El. 46"-O        Room, Area 1 Bldg.
SWEL                        SWELl -033 Components:
: 4. Does it appear that the area is free of potentially adverse seismic        YN NDI  UD- N/ADl spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The areais free of potentially adverse seismic spatial interactionswith other equipment in the area.
: 5. Does it appear that the area is free of potentially adverse seismic        YE NDJ uD- N/AD-interactions that could cause flooding or spray in the area?
The areais free of potentially adverse seismic interactionsthat could cause flooding or spray.
: 6. Does it appear that the area is free of potentially adverse seismic        YN NDI UD] N/AD-interactions that could cause a fire in the area?
The area is free of potentially adverse seismic interactionsthat could cause a fire
: 7. Does it appear that the area is free of potentially adverse seismic        YM NDJ u[-D N/AD-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed scaffolding in the area that seemed to be well anchored. The scaffolding is temporary and will be removed after the outage.
Therefore, the area is free of potentially adverse seismic interactions associated with housekeepingpractices, storage of portable equipment, and temporary installations.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                              AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NEI  UL-I Area Walk-By Checklist (AWC)              AWC- 047 Location:      VC            Floor El. 46"-O        Room, Area 1 Bldg.
SWEL                        SWELl -033 Components:
: 8. Have you looked for and found no other seismic conditions that could YO N[l    U-I adversely affect the safety functions of the equipment in the area?
We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Ref: SWELI-033 Evaluated                        *.
by:          Maggie Staub                                                Date: 3/3/14 Kai Lo                                                            3/3/14 EN-DC-168 REV 0
ATTACHMENT 9.7                                                                  AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YN  NEI] U[]
Area Walk-By Checklist (AWC)            AWC- 047 Location:    VC          Floor El. 46'-0      Room, Area1 Bldg.
SWEL                    SWELl -033 Components:
Photographs Note: no photo                                      Note: no photo No deficiencies were noted and no pictureswere      No deficiencies were noted and no pictures were required.                                            required.
EN-DC-168 REV 0
ATTACHMENT 9.7                                                                                    AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEIl ULI Area Walk-By Checklist (AWC)                AWC- 048 Location: Bldg. VC                Floor El. 68'-0          Room, Area' SWEL Components:                SWELl-082 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.
: 1. Does anchorage of equipment in the area appear to be free of                        Y[    NEI U-] N/AE]
potentially adverse seismic conditions (if visible without necessarily opening cabinets)?
Anchorage appears to be free of potentially adverse seismic conditions.
: 2. Does anchorage of equipment in the area appear to be free of                        YN NEI Ur        N/AD-significant degraded conditions?
Anchorage of equipment in the area appearsto be free of significant degradedconditions.
: 3. Based on a visual inspection from the floor, do the cable/conduit                    YE NEI U[I N/AF-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?
Cable/conduit raceway and HVAC ducting appearto be free of potentiallyadverse seismic conditions.
If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.
This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.
EN-DC-168 REV 0
ATTACHMENT    9.7                                                                    AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YZ NEIl U-I Area Walk-By Checklist (AWC)              AWC- 048 Location: Bldg. VC              Floor El. 68'-0        Room, Area' SWEL Components:              SWELl -082
: 4. Does it appear that the area is free of potentially adverse seismic        YZ NEIl UL N/A[]
spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?
The area is free of potentially adverse seismic spatial interactions.
: 5. Does it appear that the area is free of potentially adverse seismic        YM NEIl UE- N/A-'
interactions that could cause flooding or spray in the area?
The area is free of potentially adverse seismic interactionsthat could cause flooding or spray in the area.
: 6. Does it appear that the area is free of potentially adverse seismic        YEE NEIl UI N/AZl interactions that could cause a fire in the area?
The areais free of potentially adverse seismic interactionsthat could cause a fire in the area.
: 7. Does it appear that the area is free of potentially adverse seismic        YN NZ-- U-I N/A[-]
interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?
Observed a bucket, small tools and gages on the floor. These are being used for the outage and will be removed at the end of the outage in accordancewith Attachment 7 or OAP-O07.
Observed a pipe (by column line 1) near Rack 19 with missing insulation. This causes no adverse seismic interactions.
EN-DC-168 REV 0
ATTACHMENT  9.7                                                                AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NEI- UEi--
Area Walk-By Checklist (AWC)              AWC- 048 Location: Bldg. VC            Floor El. 68'-0        Room, Area 1 SWEL Components:            SWELl -082
: 8. Have you looked for and found no other seismic conditions that could YE NEI ULIEI adversely affect the safety functions of the equipment in the area?
We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.
Comments (Additional pages may be added as necessary)
Evaluated by: Maggie Staub                                                  Date: 3/5/14 Kai Lo                                                              3/5/14 EN-DC-168 REV 0
ATTACHMENT 9.7                                                        AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEl UI-Area Walk-By Checklist (AWC)            AWC- 048 Location: Bldg. VC          Floor El. 68"0O    Room, Area 1 SWEL Components:          SWELl-082 Photographs Note: pipe %
Note: bucket and tools on floor                      Note: no photo EN-DC-168 REV 0
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                            Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L1 of 8
*'LB #. SWC/AWC #:                      IDENTIF:"...
I    EDm~m CONDITI.O...N
                                        ... ID."E.NT*I-."F'.."              .      .,.. &deg;'.
                                                                                        .,:. LICENSING        BASIS EVALUATION# " .. :"
o..-.,a.,,*;COCUSO                    '        i.*".=.RESOLUTION
:            RESOLUTION            .".      ..        C.R# /STATUSi Initial Action: CR Generated - see status column During the walkdown of MCC 26AA, one handle is missing on a                                                        CR Operability Review:. No degraded or nonconforming cubicle, one handle cannot be turned, and unable to turn a few                                                    condition exists per EN-OP-104. I concur with the engineering SWELl-007  latches to open a few other cubicles. The cubicles that cannot be                                                  evaluation made at the time of the inspection that there is no    CR-IP2-2014-01465 N/A    (MCC-26AA)  opened are mainly the spare ones. One the vertical wire trough, a Condition entered directly into CAP              seismic or operability concerns with the conditions found. MCC-  Closed red color plastic cover for the opening is not engaged fully. At the                                              26AA and the safety related valves and equipment fed from the bottom compartment, tie wraps and broken red plastic covers are                                                    MCC are operable. There is no IP-SMM-LI-108 immediate found in various places.                                                                                            reportability associated with this condition.
CR Action: WR# 333187 generated.
Initial Action: CR Generated - see status column Most of the compartment doors' cam-locks were found to be                                                          CR Operability Review: No degraded or nonconforming condition exists per EN-OP-104.The compartment door cam-SWELl-010  jammed. None of the spare compartment doors on the east side of                                                    locks that were found to be jammed do not affect the operation or CR-IP2-2014-01835 N/A    (MCw-27A) the MCC could be opened. Fewer spare compartment doors' cam- Condition entered directly into CAP                    the operability of MCC-27A. MCC-27A is operable. There is no      Closed locks were jammed on the west side.                                                                                IP-SMM-LI-108 immediate reportability associated with this condition.
CR Action: WR# 00333883 Initial Action: CR Generated - see status column During the walkdown of MCC29, an abandoned conduit bushing                                                        CR Operability Review. There is no degraded or non-DurL-01I them  akdound ofre hanging        MCt an a found thconitmhng                                                            conforming condition in accordance with EN-OP-104 Rev 7. The SWELl-N1                                                found Sethe hangingcfrom a groundhwires withsa scrkeepingS        compartmento                                                un-used conduit and bushing do not challenge the ability of MCC  CR-IP2-2014-1426 N/A        (MCC-29) attached) The ground wire is attached and there are no other Condition entered directly into CAP                    29 to perform its function of providing power to its associated  Closed loads. The MCC 29 is functional. There is no immediate components within the vicinity of the bushing.                                                                      reportability law IP-SMM-LI-108.
CR Action: The bushing should be removed when other works are to be performed on this MCC in the future. WR# 333130 During the walkdown of MCC-26C, the following issues were                                                          Initial Action: CR Generated - see status column identified:
                    - The panel covers of the two middle bottom compartments were                                                      CR Operability Review: No degraded or nonconforming SWELl-012    jammed and couldn't be open to inspect the anchors. The cam-                                                    condition exists per EN-OP-104. The cover plate that couldn't be lock may be defective.                                              Condition entered directly into CAP        opened and the missing cam-lock do not affect the operability of  CR-IP2-2014-01604 N/A    (MCC-26C) - Missing cam-lock on spare compartment MCC26C-4H. This is a                                                        MCC-26C. No immediate reportability required per IP-SMM-LI-      Closed housekeeping matter that has no adverse affect on the safety                                                    108.
functions of the equipment. The remaining cam-lock can provide adequate strength to keep the door closed.
CR Action: WR# 333438
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                                          Engineering Report No. IP-RPT-12-00037 Rev. 1 Paae L2 of 8 LICENSING BASIS EVALUATION L. #      SWCIAWC ..                            IDENTIFIED CONDITION                                                                                                          ,RESOLUTION*
CONCLUSION                      '
  ....... _l_...... _ _.      .......  ..  .    .  .    .  .    .  .  .  .  .... .  .ll  . ...  ... l" ;          ',t    ,  .;, --. *--  " ""lll-".-*.... l  ..... ...              ..    ..  "
Initial Action: CR Generated - see status column During the walkdown of 21CRF and 22CRF, surface corrosion                                                                CR Operability Review:          There is no degraded or non-were found in the following area:                                                                                        conforming condition law EN-OP-104 Rev 7. The condition SWELI-052
* At all of the motor vibration isolator supports.
described is cosmetic in nature and does not challenge the N/A        (0021CRF)                                                                            Condition entered directly into CAP                operability of the 21 and 22 FCU's. 21 and 22 FCU are operable. CR-IP2-2014-01405 I
* The inside surface of the cooling coil discharge door.
There is no immediate reportability requirement in accordance    Closed
* Cooling coil intake panels, and the structuralattachments on the with IP-SMM-LI-108.
floor and adjacent to the door.
CR Action: Clean, prep and recoats surfaces to arrest further corrosion and degradation. WR# 333078 was initiated for the work.
Initial Action: CR Generated - see status column During the walkdown of 21CRF and 22CRF, surface corrosion                                                                CR Operability Review:          There is no degraded or non-were found in the following area:                                                                                        conforming condition iaw EN-OP-104 Rev 7. The condition
* At all of the motor vibration isolator supports.                                                                      described is cosmetic in nature and does not challenge the        CR-IP2-2014-01405 SWELl-053 (0022CRF)
* The inside surface of the cooling coil discharge door.            Condition entered directly into CAP                  operability of the 21 and 22 FCU's. 21 and 22 FCU are operable. Closed
* Cooling coil intake panels, and the structural attachments on the                                                      There is no immediate reportability requirement in accordance N/A                          floor and adjacent to the door.                                                                                        with IP-SMM-LI-108.
CR Action: Clean, prep and recoats surfaces to arrest further corrosion and degradation. WR# 333078 was initiated for the work.
Initial Action: CR Generated - see status column CR Operability Review: Concur with engineer evaluation that the surface rust in chamber between the demister and fan inlet and fan motor supports poses no threat to structural integrity of 22 FCU fan housing. It will not affect the operation of 22 FCU or During PEO inspection under WO 323344, the 22 FCU chamber                                                                challenge its ability to remove heat from containment during between the demister and fan inlet showed signs of rust and                                                              normal operation and post accident conditions.22 FCU remains CR-IP2-2014-01153 SWELl -053      corrosion on the walls, supports and fan motor. Rust and                                                                operable. There is no IP-SMM-LI-108 immediate reportability Closed N/A        (OO22CRF)        corrosion observed is surface only and poses no threat to          Condition entered directly into CAP                  associated with this condition.
structural integrity of 22 FCU fan housing or frame. There are no operability or functionality concerns at this time.                                                                      CR Action: Clean, prep and repaint surfaces inside 22 FCU to prevent further corrosion and degradation. Initiated WR# 332661 and informed Engineering Supervision
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                                            Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L3 of 8 LB... SWI....                      ..        * ..                .:"*    '      LICENSING BASIS EVALUATION                                            RES.LUTION 113 SCAC#IDENTIFIED                                CONDITION                                            CONCLUSION                                                  REOUTO During PEO inspection under WO 323329, the 22 FCU discharge                                                                  Initial Action: CR Generated - see status columnCR-P2-2014-01154 SWELl-053    air expansion joint was discovered to have two tears. These tears                                                            CR Operability Review: Concur with engineer evaluation that Closed (0022CRF)  were approximately 2 inch by 1 inch. This expansion joint is                                                                  the relatively small size of the holes will not affect the operation of located on top of 22 FCU directly downstream of FCV-22. Based                                                                22 FCU or challenge its ability to remove heat from containment N/A                on the relatively small size of the holes, this should not affect the Condition entered directly into CAP                    during normal operation and post accident conditions. 22 eCU operation of 22 FCU or challenge its ability to remove heat from                                                              remains operable. There is no IP-SMM-LI-108 immediate containment durng normal operation and post accident condition.                                                              reportability associated with this condition.
CR Action:        Replace 22 FCU discharge air expansion joint.
Initiated WR# 332660 and informed Engineering Supervision.
Initial Action: CR Generated - see status column CR Operability Review:            No degraded or nonconforming The 23 FCU (23CRFCC) Service Water 3" supply and retumn                                                                      condition exists per EN-OP-104. Based on the evaluation made piping spools between the 10" headers and cooling coils are                                                                  by engineering, this is a surface condition issue only and does piping spoolsabaetween por 1            eadersiaconditem  noio g ls,bared                                                    not impact component or system pressure boundary, structural carbon steel and are in poor material condition extemally, based                                                              integrity, or design functions; therefore. This condition does not 054  on visual inspection after insulation removal. All have signicant                                                            make #23 FCU inoperable. No immediate reportability required            CR-P2-20141653 N/A    (0023CRF)    surface rusting and loose & flaking exterior coatings. Ref. 1P2            Cdierdrcyn                      APr-M                          L1 Dwg. # 208105. This is a surface condition issue only and does              Condition entered directly into CAP              per IP-SMM-LI-108.                                                      Closed not impact component or system pressure boundary, structural                                                                  CR Action: Although the piping is normally insulated, the integrity, or design functions. See CR-IP2-2014-01478 for similar                                                            exteriors should be prepped and recoated to mitigate further conditions found in 2R21 at the 21 ECU, and see CR-1P2-2014-                                                                  rusting and generation of debris in the VC. This can be done at a 01596 for the 25 ECU.                                                                                                        later date, and does not need to be performed in 2R21. WR#
00333617 was initiated for the work.
During the walkdown of 23 and 24 CRE, the following was                    Considering the remaining 13 bolts, the bolts are Initial Action: CR Generated - see status column Sobserved:
                    " *In the 24CRF HEPA outlet compartment, the anchor bolts                    evaluated for differential pressure and Design connecting the panel to the crane wall has only 13 bolts out of          Basis Earthquake. Bolt shear interaction is 0.34  CR Operability Review: No Degraded or Nonconforming 20 holes. 7 bolts are broken inside the hole. By comparison with          which is less than 1. Therefore, the condition    Condition exists per EN-OP-104. As described by the CR 23CRF, the total number of anchor bolts should be 16. This 3              meets the design basis.                          originator, civil engineering evaluated the missing bolts for 24 SWELl-055      bolts deficiency was evaluated and the current condition is                                                                FCU and determined that there are sufficient fasteners remaining LB-17                  structurallyto adequate (24CR)        generated      restore to and  meets original designthecondition.
design criteria. WR is                                                      to FCUprovide even structural during a integrity seismic of  the panel event.        and wire Therefore,  24 screen  on 24 FCU remains    CR-1P2-2014-01662 Closed
                    " The wire screen in front of the fan is missing one of the three Condition entered directly into CAP                          operable. No immediate reportability required per IP-SMM-LI-108.
screws. The weight of the screen is estimated to be less than 10 pounds. The remaining two screws are sufficient to hold the                                                                CR Action: WR# 00333563 screen in place during a seismic event.
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                                          Engineering Report No. IP-RPT-12-00037 Rev. 1 Paoe L4 of 8 LICENSING BAI                VAUTO L0-7SWCJAWC                                iDENTIIED IONIED CONDITION '                                            ".. 0 .            .VN                                        RESOLUTION            .CR                          /S*.TATUS
                    ..      .                                      . .                                        .CONCLUSION *.              5."                      ...
During the walkdown of 118 VAC Instrument Bus 21, the following                                                        Initial Action: CR Generated - see status column items are observed:
                          " Observed red screen door inside the supervisory panel that was                                                        CR Operability Review: The issues identified by the author not fully secured. During a seismic event, the door may move                                                        have been addressed and no longer pose a challenge. The and strike the sensitive equipment inside the panel. It was                                                          affected components required to support entry into Mode 6 are indicated that the door will be placed back into its original                                                        operable. There is no immediate reportability iaw IP-SMM-LI-1 08.
SWELl-063          location and secured once the work on a specific component is NIA      (IBUS21)          done. A minimum of two bolts should be used to restrain the Condition entered directly into CAP                      CR Action: WR# 00333558                                                CR-IP2-2014-01660 door.                                                                                                                                                                                        Closed
                          " Observed a portable light fixture with cord resting on the floor inside the supervisory panel. During a seismic even, the light fixture may move and strike nearby sensitive equipment.
                          " Observed a broken and bent plastic wireway inside SL compartment of the supervisory panel. This is a housekeeping matter that has no adverse affect on the safety function of the equipment.
Initial Action: CR Generated - see status column CR Operability Review:            No degraded or nonconforming condition exists per EN-OP-104 Revision 6 Attachment 9.1 Table
: 1. The identified condition is that one of several Cabinet nuts is missing, which does not adversely affect the operation of a safety EWEL1-076        During the seismic walkdown of 21EDG Control Panel, a screw                                                            relatedisSSC.
there          In accordance no seismic            with the operability      input for concern  fromthis Civilscrew Engineering, that is N/A    '0O21EDG'        conectising nthuppobervpael    wto aint'orampeed the            is missingant          the uppecoer ntu.connecting Condition enteredpanel  to into directiy  thecotl CAPcabinet'      connecting the upper cover panel to the control cabinet becauseisig because CR-1P2-201 3-04549 The
                          ' '  missing nut was observed with the door opened and looking                                                        there is no vertical uplift for this EDG building elevation during a Closed seismic event. The screw can still resist the horizontal seismic force. The existing condition is structurally acceptable and therefore does not impact the operability of the EDGs. SMM-LI-108 reporting is not required.
CR Action: WR# 00323933 Initial Action: CR Generated - see status column CR Operability Review: No Degraded or Nonconforming Durng the walkdown and inspection of the cabinets attached to                                                          Condition exists per EN-OP-104 rev 6 Attachment 9.1 Table 1. As stated in the condition description, the missing screw for the the 22EDG, one out of three screws was found missing on thecoeon2ED                                                                          aiprsueggedsntrpeeta SWEl-077        Diesel Air Pressure Gauge mounting (located on the lower right                                                          cover on 22 EDG air pressure gauge does not represent a 077                                                                                                                              seismic challenge to the mounting or structure of the gauge or          CR-IP2-2013-02336 N/A    (0022EDG)        side of the gauge board cover) when the cover was opened. There      Condition entered directly into CAP                gauge panel. The remaining two screws are capable of                    Closed is no past or present operability issue because the other two                                                                        the reurelodseendrngasesideet remaining screws appear to be tight and have sufficient structural                                                      supporting the required loads even during a seismic event.
capacity to restraint the PI dudng a design basis event.                                                                Additionally, the described screw has been replaced and the Furthermore thes EDG22 is in AOT.                                                                                      panel is now held in place by three screws. Therefore, this condition does not impact the operability of 22 EDG. 22 EDG remains in an AOT for other maintenance work. Reference LCO tracking 2-TS-13-2051. No immediate reportability required per I    I_                I                                                                                                                        IP-SMM-LI-108.
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                                                Engineering Report No. IP-RPT-112-00037 Rev. 1 Paae L5 of 8 LICENSING BSIS EVALUATION                    *        "      *.        .      ...            ...      *
* LB #> SWCIAWC#                            IDENTIFIED CONDITION                                                      NGCBASISOVLUTO COICNS                                                      RESOLUTO                                      CR5 /STATUS CR Action: Get a new screw and fix it now while the EDG is in AOT to maintain the 3 screws mounting configuration. WR#
310832 was initiated for the work.
Initial Action: CR Generated - see status column CR Operability Review:. No degraded or nonconforming condition exists per EN-OP-104 Revision 6 Attachment 9.1 Table
: 1. The loose light socket does not challenge the function of 23 EDG Lube Oil Heater nor the operability of 23 EDG. 23 EDG is currently out of service for planned maintenance. This is not During an engineering walkdown of 23 EDG, an indicating light                                                                    immediately reportable per IP-SMM-LI-108.
N/A    SWEL1-078 (0023EDG)  socket Afloating ini-panel flaigin      23 its EDG  Auxiliary respective    panel hole.was  found  unmounted pnlhe.heidctglihisabedCondition The  indicating light isand  free labeled            entered directly into CAP              No 6.
rev  degraded The lightor for nonconforming  condition 23 Lube Oil Heater    exists is for      per EN-OP-104 indication only and Closed COP2-2013-04158 "Power Available 23 Lube Oil Heater" and is in the right most                                                                    does not perform any control functions. The "floating" light is position. The socket appears broken and may need mplacement.                                                                      secured to the back of the panel using a plastic bracket approximately 6" from the socket. During a seismic event the light would be free to move within the socket, but would not come free from the panel, would not impact any equipment which performs a safety-related function and is too light to break free from its bracket. 23 EDG is operable. This is not immediately reportable per IP-SMM-LI-108.
CR Action: WR# 00321339 was initiated for the work.
Initial Action: CR Generated - see status column CR Operability Review:. No degraded or nonconforming condition exists per EN-OP-104. The current anchorage of During walkdown of Instrument Rack 19, the anchorage                          Calculation 42100-C-002 does not consider a Instrument Rack 19 was evaluated and there were no operability configuration does not match the information shown on drawing                  reduction factor for cracked concrete. A reduction issues. The drawings need to be updated to match the current SWEL1-082  9321-F-7051. The SOUG SEWS for Rack 19 referred to                            factor of 0.75 was used to compute a new plant condition of Rack 19. This condition does not make Rack 19 LB-16  (INST RK 19) calculation 42100-C-002 that evaluated the as built condition of              interaction ratio. The interaction ratio (with the or the safety related instruments housed in the rack inoperable. CR-P2-2014-01607 Rack 19, consequently the as built condition was analyzed and                  reduction factor) is 0.637. This is still less tha No immediate reportability required per IP-SMM-LI-108.
there is no operability issue.                                                and the bolts are acceptable.                      CR Action: Drawing 9321-F-7051 needs to be updated to show the actual configuration in the plant. CA# 2 was initiated for drawing update.
Initial Action: CR Generated - see status column During the walkdown of 118 VAC Instrument Bus 21, the following items are observed:                                                                                                              CR Operability Review. The issues identified by the author Observed a cart with equipment and cables near OPS Analog                                                                      have been addressed and no longer pose a challenge. The N/A    AWC-037      Channel No. 1 panel. The cart has four wheels that are not                  Condition entered directly into CAP                affected components required to support entry into Mode 6 are          CR-IP2-2014-01660 locked nor have wheel lock mechanism. During a seismic event,                                                                  operable. There is no immediate reportability jaw IP-SMM-Li-108.        Closed the cart may dislodge and strike nearby panels such as supervisory panel.                                                                                                            CR Action: WR# 00333558
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                                              Engineering Report No. IP-RPT-12-00037 Rev. 1 Paoe L6 of 8 q  ,  LICENSING BASIS EVALUATION                                          3/4          S LB #    SWC.AWC                        IDENTIFIED CONDITION                                                    CONCLUSION                                                      RESOLUTION                                      CR8ISTATUS The 21 FCU Service Water 3" supply and return piping spools                                                                    Initial Action: CR Generated - see status column                        CR-lP2-20141478 between the 10" headers and cooling coils are carbon steel and                                                                  CR Operability Review:          No degraded or nonconforming            Closed are in poor material condition externally. All have significant                                                                  condition exists per EN-OP-104. I concur with engineering that surface rusting and loose & flaking exterior coatings. See                                                                      this is a surface condition issue only and does not impact AWC-042    attached photos. Ref. IP2 Dwg. # 208105. This is a surface                                                                      component or system pressure boundary, structural integrity, or condition issue N/A only    and doesintgriy, resureboudar, srucura      not impact  component r dsig            or system fuctins.design      Condition entered directly into CAP                              functions. Therefore #21 FCU is operable. There is no IP-pressure boundary, structural integrity, or design functions.                                                                    SMM-LI-108      immediate  reportability  assodated    with    this condition.
CR Action: Although the piping is normally insulated, the exteriors should be prepped and recoated to mitigate further rusting and generation of debris in the VC.
Initial Action: CR Generated - see status column CR Operability Review.            Engineering has evaluated the During the Fukushima Seismic walkdowns of the areas nearby                                                                      condition as follows:
FCU 21 and FCU 22, in the VC, Elev. 68', it was observed that ar                                                                The unistrut frame structure has one weld broken. As stated in The maximum computed stress is 19,879 psi which          the condition report that the balance of the unistrut frame unistrut support part of a frame located between steel Column 12        is 10% above the allowable stress for OBE loading,      members are properly supported and component supported from attached pictures of the area. As part of our immediate                The is acceptable since the unistrut with the broken    the structure have adequate support as assessed in the field. It assessment in 'the field, we observed that the balance of the          weld was conservatively assumed to be ineffective        is also stated in the condition report description that the support LBiaWnstsutsframent membiers, ae properldsothed baanconder                in carrying any loads while there is another            structure is seismically sufficient and will not be labeled as a CR-IP2-2014-01250 LB-15      AWC-t42    unistrut frame members are properly supported and considesrng horizontal unistrut connecting it to the adjacent                  deficiency. This unistrut structure is supported against the Closed frame, consisting mostly of some pipes and tubing, e tbelbe along                andthe unistrutwith    a multimode  factor of 1.5 was used      containment outer wall and supporting only small bore tubing and peak response    accelerations with    piping for the Weld Channel Pressurization System. Based on defidency as not seismically significant, the condition needs to be 0.5% damping. The        0.5%  damping  is consider very  this, the support structure is considered to be performing its assessed and the deficient weld should be repaired as soon as higher    low forthepiping  and spectral response  lower damping    value lead to accelerations.            design function.
possible to preclude further degradation and restoration to the                                                                  Therefore, No degraded or nonconforming condition exists per original design condition.                                                                                                      EN-OP-104 Revision 7 Attachment 9.1 Table 1. SMM-LI-108 reporting is not required.
CR Action: The unistrut weld was repaired.
Initial Action: CR Generated - see status column CR Operability Review:. N/A N/A      AWC-044    Safety Concern U# 2: 68' VC opposite the # 23 FCU motor area, a                                                                                                                                          CR-IP2-2014-01128 section of SS liner sheet metal was found to be peeling away from                                                                                                                                        Closed the wall; we taped the issue back in-place. A possible cut hazard.
CR Action:    The taping of this sheet will be easily identifiable.
N/A      AWC-0444  Metal liner on 68' between columns 6 and 7 has a corner pulling        Condition entered directly into CAP                      Initial Action: CR Generated - see status column                        CR-IP2-2014-01023
______    I_away from the wall.                                                  ISee resolution column                                  I___________________I________                                              Closed
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                                                              Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L7 of 8 LB:***.....:!*!* *"!*i L8fSWCIAWC SIDENTIFIED                * "*      * ...CONDITION
                                                                **....*                  :*K  ~~~~~LICENSING    BASIS EVALUATION
                                                                                                ;..**.!I:*I,...CONCLUSION CONCLUS ION :ii i*ii,!
RSLTO EOUIN                  .                    R;SAU CR Operability Review:            No Degraded or Nonconforming Condition exists per EN-OP-104. Based on the below input from civil engineering, the identified conditions do not impact the structural integrity of the steel liner or the containment building.
Therefore the vapor containment system remains operable. No immediate reportability required per IP-SMM-LI-108.
During tours of the VC at the start of 2R21, Operations identified an additional area of liner insulation that is degraded on the 68' elevation of the VC behind column 7. This area has been added to WO 308669.
This condition is not an immediate operability issue as the insulation is not structural and their sole design basis function is to protect the liner from hot liquid due to possible high energy line breaks and provide a vapor barrier against possible flooding of the 46' elevation. The identified insulation degradation is minor and represents a very small percentage of the insulation coverage, and, as a result, the identified degradation will not adversely affect the design function of the steel liner.
CR Action: Fix liner. Reference WO# 308669 Initial Action: CR Generated - see status column The 24 FCU (24CRFCC) Service Water 3" supply and return                                                            CR Operability Review.            No degraded or nonconforming piping spools between the 10" headers and cooling coils are                                                        condition exists per EN-OP-104. Based on the evaluation made carbon steel and are in poor material condition externally, based                                                  by engineering, this is a surface condition issue only and does on visual inspection after insulation removal. All have significant                                                not impact component or system pressure boundary, structural surface rusting and loose & flaking exterior coatings. Ref. IP2                                                    integrity, or design functions; therefore, this condition does not N/A      AWC-045      Dwg. # 208105. This is a surface condition issue only and does                ion entered directly into CAP      make #24 FCU inoperable. No immediate reportability required          CR-IP2-2014-01654 not impact component or system pressure boundary, structural Condit                                                per IP-SMM-LI-108.                                                    Closed integrity, or design functions.
CR Action: Although the piping is normally insulated, the Similar conditions have been found in 2R21 at the 21 FCU (CR-                                                    exteriors should be prepped and recoated to mitigate further IP2-2014-01478), 23 FCU (CR-IP2-2014-01653), and 25 FCU                                                          rusting and generation of debris in the VC. This can be done at a (CR-IP2-2014-01596).                                                                                            later date, and does not need to be performed in 2R21. WR#
00333616 was initiated for the work.
Initial Action: CR Generated - see status column piping spools and3"cooling The      25 FCU      Service Water    supplycoils and are return carbon  steel  and                                        CR Operability        Review. No degraded        or nonconforming between    the 10"  headers are in poor material condition externally. All have significant                                                    condition exists per EN-OP-104. I concur with the evaluation N/A      AWC-046      surface rusting and loose & flaking exterior coatings. Ref. IP2                                                  made by engineering that this is a surface condition issue only      CR-IP2-2014-01596 Dwg. # 208105. This is a surface condition issue only and does                                                  and does not impact component or system pressure boundary,            Closed not impact component or system pressure boundary, structural                                                      structural integrity, or design functions. This condition does not integrity, or design functions. See CR-IP2-2014-01478 for similar                                                  make #25 FCU inoperable. No immediate reportability required conditions found at the 21 FCU in 2R21.                                                                            per IP-SMM-LI-108.
ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS                                                                  Engineering Report No. IP-RPT-12-00037 Rev. 1 Pane 18 nf 8v LE# SWC.IAWC #        ~            IDENTIFIED CONDITION'.      LI      ONSI B SIS VLATONESLTO CONCLUS  N.........                  ...... S.L.TO...
CR# ISTATUS CR Action: Although the piping is normally insulated, the exteriors should be prepped and recoated to mitigate further rusting and generation of debris in the VC. This can be done at a later date, and does not need to be performed in 2R21. WR#
00333554 was initiated for the work.
Thneactuai number or boo noles is 28.
Prepared by: Magpie Staub                                                                                  Date:        3/14/14 Reviewed by: Kai Lo                      &#xfd;--I_--                                                          Date:          3/14/14
ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-1 or 5 ATTACHMENT 9.9                                                      LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 3 Licensing Basis (LB) Evaluation Form LB Evaluation No.                15                Originating SWC/AWC                      AWC-42 Equipment ID No.        SWELl-052 Equip. Class                    10 Equipment Description            Containment Recir Fan 21 Location: Bldg.          Vc        Floor El.        68'      Room, Area Condition A vertical Unistrut channel support for a 3/8" Weld Channel tubing has a cracked weld.
Although the Unistrut top weld is intact, inferring the Unistrut will provide vertical and lateral resistance, conservatively, the support shall be considered totally ineffective. As a result, the support span is changed from 6' to 11'-10" in this evaluation. There are many tubings and pipes on this Strut, but the 3/8" tubing is the most critical by comparison because of its small diameter and wall thickness.
Documents Reviewed Specification 9321-01-248-18 Drawing 9321-F-70.33 Licensing Basis
: 1. ALTRAN Report 92128-TR-01
: 2. UFSAR
: 3. 1955 & 1973 831.1 Power Piping Code Evaluation Sh  allowable stress of CS tubing =      15000    psi E modulus of elasticity = 2.79E+07        psi gravitational constant =      386.4
                                  - --design pressure          L50    psi Gh  peak 0.5% seismic acceleration at VC EL. 68'          1.A2 Gv      1.213 mrm = multi-modal response multiplier            1.5 t = wall thickness =    0.035    In
: 0) outside diameter =        0.375    in d = inside diameter = D-2t =      0.305    ill
ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-2 or 5 L = tubing span =      142      in 0.75i =      1.0 I = moment of inertia = 0.0491(D4 - d 4] = 0.000546      in" Z = section modulus = 0I0(.5D) =    0.002912    in' w  = uniform weight of tubing (N 2 inside) =    0.1271    plf=      0.01059    #/in    cons..
f&#xfd; = natural frequency for fix -fix beam =                    4 22.4/(2n)[Elg/wL  1 =            4.11  Hz M= bending moment based on fix-fix end condition =wL'/12 =      17.80    in-lb For dead weight loading:
M,/Z =    6111      psi PD/(4t) =    402      psi PD/(4t) + 0.75i(MJZ) =      6512      psi      <Sh  =      18750  psi For DBE loading:
20 5 Gr = mrm(Gh 2 + Gv ) =        3.28 Mb = Gr(Ma) =      58.4    in-lb PD/(4t) + 0.75i(Ma+Mb)/Z    =  26562      psi      < 1.8Sh =    27000  psi For OBE loading Mb = 2/3(DBE Mb)    =  38.93    in-lb PD/(4t) + 0.75i(M,+Mb)/Z    =  19879    psi      > 1.2Sh=    18000  psi There is a 10% overstress for the OBE loading case. The 10% exceedance is acceptable as: (1) unistrut with broken weld was conservatively assumed to be ineffective in carrying any loads, while there is another horizontal Unistrut connecting it to the adjacent Unistrut; (2) the multimode factor of 1.5 is conservative, using the peak of both the vertical and horizontal spectra is conservative, and (4) the 0.5% damping ratio is very low for piping.
Conclusion (8) Condition Meets the Licensing Basis:                                    Z  Yes        E    No Prepared by: Kai Lo            Z ,.                                                    Date  3-1-2014 Licensing Basis Reviewer Reviewed by: Toi,            kolzA                e              -                    Date  3-1-2014 Oeer~Rviewer
ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-3 or 5 ATTACHMENT 9.9                                              LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 3 Licensing Basis (LB) Evaluation Form LB Evaluation No.                  16              Originating SWC/AWC                    SWELl-082 Equipment ID No. INST RK 19 Equip. Class                    18 Equipment Description              Instrument Rack 19 Location: Bldg.          VC        Floor El.      68'      Room, Area Condition Two anchor bolts has concrete crack 2" and 3" away from the bolt. The calculation for the anchorage does not take into account of the crack reduction factor. The two bolts need to be re-revaluated for the concrete crack.
Documents Reviewed
: 1. SEWS INST RK 19
: 2. EQE Calculation 42100-C-002 (INST RK 21)
Licensing Basis
: 1. Safety factor = 4 for expansion anchor
: 2. Hilti Report No. 878.3R
: 3. Linear interaction for combine tension and shear Evaluation Based on the conservative values from Calculation 42100-C-002 T = tension at bolt = 313#
S = shear at bolt = 111#
Interaction = 313/844+111/781 = 0.51 For crack size < 0.02", RCP =0.75 Pall = 844(0.75) = 633#
Accounting for crack, revised interaction ratio = 313/633 + 111/781    0.637 < 1.0. o.k.
Conclusion        (8) Condition Meets the Licensing Basis:                0I Yes [1 No Prepared by:                              Kai Lo      .,"                        Date 3/5/2014 Licensing Basis Reviewer Reviewed by:              J. Skoniecznvy/    L  ,                                Date 3-6-2014 Pe~r F~wewer
ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-4 or 5 ATTACHMENT 9.9                                                    LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 2 Licensing Basis (LB) Evaluation Form LB Evaluation No.                      17                Originating SWC/AWC                        SWELl -055 Equipment ID No. 24CRF Equip. Class                      10 Equipment Description                  Containment Recirculation Fan 24 Location: Bldg.              VC        Floor El.      68'        Room, Area Condition There are only 13 bolts in 20 holes. Original design condition is 16 bolts. Evaluate the structural adequacy of the remaining 13 bolts.
Documents Reviewed
: 1. 9321 -F-4026
: 2. ALTRAN Report NO. 92128-TR-01
: 3. DG-04, Rev. 1, Fig. 39 Licensing Basis Safety related SSC must be structurally designed to perform its function during and after a design basis earthquake.
Evaluation w = width of panel =      0.83      ft, field measured h height of panel    =    15.5:" Ift, field measured
          ,%p= differential pressure betw. the two compartments =        O.4    :psi, (cons. For fan pressure)
N number of anchor bolts      =      13-.,
Sa  shear capacity of Philips "Red Head" wedge anchor          969. lb for 1.5 emb. (cons.)
d = density for steel    .0.283.. pci Gh - peak horizontal seismic acceleration      =    0.95      for 2% damping W = total weight of panel = wh(144)(0.75")d            4658      lb, use        5500:
otI Ap loading during normal operation P = force induced by Ap = pwh = 8779.20          lb R = reaction at the crane wall side = Pfh/2(w+h)] =          2686      lb S1 = shear per bolt = R/N =      207      lb For DBE seismic loading R = G.,Wfh/2(w+h)j =      1598      lb
                                        .2 - shear per bolt &#xfd;: R/N -      123      Ib S = total ,hear from operating ,p and OBE = S1 t S2 =      330 S/Sa  =    0.34      < .1.0, ok.
ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-5 or 5 Sheet 2 of 2 Conclusion  (8')J Condition Meets the Licensing Basis:                Yes ]  No Prepared by:                          Kai Lo Licensing Basis Reviewer 6?                Date 3/7/2014 Reviewed by:          J. Skonieczn/                      J1~.~.-.        Date 3-7-2014 F-(erAeviewer}}

Latest revision as of 20:29, 5 February 2020

Seismic Walkdown Report Update, Enclosure to NL-14-071 - Engineering Report No. IP-RPT-12-00037, Rev 1. Part 5 of 5
ML14168A063
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: ML14168A063 (165)
v • d • e


Text

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YN NEI UD-Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. O023CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 23 Location: Bldg. VC Floor El. 68'-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 Y[-I NE of the 50% of SWEL items requiring such verification)?

2. Is the anchorage free of bent, broken, missing or loose hardware? YZ N[-] ULI N/Ar-The anchorageis free of bent, broken, missing and loose hardware.
3. Is the anchorage free of corrosion that is more than mild surface Y[ NEI U[-] N/AEl oxidation?

Observed surface oxidation on the vibrationisolatorsjudged to be ok.

4. Is the anchorage free of visible cracks in the concrete near the YZ NEI U[-] N/AD1 anchors?

No significantcracks found.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YI NE-- U-I Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. O023CRF Equip. Class 1 10 Equipment Description CONTAINMENT RECIRC FAN 23

5. Is the anchorage configuration consistent with plant documentation? YEI NEI UE- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
6. Based on the above anchorage evaluations, is the anchorage free of YN N[i u[-]

potentially adverse seismic conditions?

The anchorageis free of potentially adverseseismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YZ NEI U-I N/AE1 Soft targets are free from impact by nearby equipment or structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI- UE N/AE1 and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distributionsystems and lighting are not likely to collapse onto the equipment.

9. Do attached lines have adequate flexibility to avoid damage? YN N[:] UE1 N/AE Attached lines have adequate flexibility.
10. Based on the above seismic interaction evaluations, is equipment free YE NE:1U[

of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEI U[-]

Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. O023CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 23 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[ N[l UI[-

adversely affect the safety functions of the equipment?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

Reference Drawings: 9321-F-2710-04Rev 04, (A200746)

Reference AWC-044 Observed piping near 23CRF that is rusted. This is being addressedin CR-IP2-2014-01653.The CR indicated that this is a surface condition only and does not impact component or system pressure boundry, structural integrity, or design fuctions.

Evaluated by: Maggie Staub Date: 3/6/14

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ Nr-] UL]

Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. O023CRF Equip. Class' 10 Equipment Description CONTAINMENT RECIRC FAN 23 Photographs Note: vibration isolatorwith surface oxidation Note: interiorof 23CRF EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: YO NEI Ur-Seismic Walkdown Checklist (SWC) SWELl-054 Equipment ID No. O023CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 23 Note: rusted piping Note: no otherphotos.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 1P2 Status: YE Nr-7 U-I Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. O024CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 24 Location: Bldg. VC Floor El. 68-0" 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-- NO of the 50% of SWEL items requiring such verification)?
2. Is the anchorage free of bent, broken, missing or loose hardware? YE ND] UD- N/AEl Anchorage for all compartmentsare OK. Intend plenum anchoragefor the fan in HEPA filter room has only 13 bolts out of 28 bolt holes. One of the remainingbolts is slightly bent. A comparison with 23CRF shows that orginal design has 16 bolts. CR-IP2-2014-01662has been generatedto addressthis condition. LB- 17 assessedthis condition and determined that the remaining bolts are adequate.

The fan circularwire screen is missing one bolt. Currenly the cover is held by 3 bolts. CR-IP2-2014-01662has been generatedto address this condition.

3. Is the anchorage free of corrosion that is more than mild surface Y[ NDI UD- N/A--

oxidation?

Viberation isolatorshave surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YO NDI uD- N/AD--

anchors?

No cracks in the concrete near anchors.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YE NF] Ut[l Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. O024CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 24

5. Is the anchorage configuration consistent with plant documentation? YOI NI U[]l N/A0 (Note: This question only applies ifthe item is one of the 50% for which an anchorage configuration verification is required.)
6. Based on the above anchorage evaluations, is the anchorage free of YE NOi Uli potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions. See item #2.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YE NOI UOL N/Al Soft targets are free from impact by nearby equipment.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NOI u[] N/AL and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distrubtion systems and lighting are not likely to collapse onto the equipment.

9. Do attached lines have adequate flexibility to avoid damage? YN Nr] U[J N/AL Attached lines have adequate flexibility.
10. Based on the above seismic interaction evaluations, is equipment free YZ Nr ur of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YZ NEI U-Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. O024CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 24 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[ NEI U-I adversely affect the safety functions of the equipment?

We have looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

Reference Drawings:9321-F-2710-04,Rev 04 (A200746)

AWC-045 Evaluated by: Maggie Staub Date: 3/6/14 Kai Lo ____________________________________________ 3/6/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YO NE] U[-]

Seismic Walkdown Checklist (SWC) SWELl-055 Equipment ID No. O024CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 24 Photographs Note: isolatorwith surface oxidation Note: Steel face for the in HEPA filter room with missing bolts EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: Y[ N[] Ur]

Seismic Walkdown Checklist (SWC) SWEL1-055 Equipment ID No. O024CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 24 Note: Steel face for the fan in HEPA filter room Note: slightly bent bolt with missing bolts EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 5 1P2 Status: YN NEI[ U-Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. O025CRF Equip. Class 1 10 Equipment Description CONTAINMENT RECIRC FAN 25 Location: Bldg. VC Floor El. 68-0" Room, Area Manufacturer, Model, Etc. (optional but recommended)

Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings. Additional space is provided at the end of this checklist for documenting other comments.

Anchorage

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

Anchorage verification is not required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE NEIl U-I N/A[']

The anchorage is free of bent, broken, missing and loose hardware.

3. Is the anchorage free of corrosion that is more than mild surface YE NE U[I-] N/A--

oxidation?

Inside of closure observed mild oxidation on several isolatorsupports (see attachedphotos)

4. Is the anchorage free of visible cracks in the concrete near the YED NEI Ur- N/AE-anchors?

Anchorage is free of visible cracks.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YEE NEJ UE-I Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. O025CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 25

5. Is the anchorage configuration consistent with plant documentation? YLI Nil UiE N/A[

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

6. Based on the above anchorage evaluations, is the anchorage free of YZ NEI Ui potentially adverse seismic conditions?

The anchorage is free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YZ NEI LJL N/A[]

Soft targets are free from impact by nearby equipment and structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YN N[] U[-I N/AEl and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distributionsystems, lighting and walls are not likely to collapse.

9. Do attached lines have adequate flexibility to avoid damage? YN N[E U[] N/AEI Attached line have adequateflexibility.
10. Based on the above seismic interaction evaluations, is equipment free YZ NEI UE-of potentially adverse seismic interaction effects?

The equipment is free of adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YE NEI UI-Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. O025CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 25 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE Ni ULI adversely affect the safety functions of the equipment?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

Reference Drawings.-9321-F-2710-04 Rev 04 (A200746)

Reference AWC-046 Evaluated by: Maggie Staub .... _ _ Date: 3/5/14

.- 35. 4 Kai Lo EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YZ Nr- Ur-Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. O025CRF Equip. Class1 10 Equipment Description CONTAINMENT RECIRC FAN 25 Photographs Note: mild oxidation on isolator Note: mild oxidation on isolator EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: Y[ NEI U'EI Seismic Walkdown Checklist (SWC) SWELl-056 Equipment ID No. O025CRF Equip. Class1 10 Equipment Descrption CONTAINMENT RECIRC FAN 25 Note: mild oxidation on isolator Note: no otherphotos.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE NF]1 ULI]

Seismic Walkdown Checklist (SWC) SWELI-063 Equipment ID No. IBUS21 Equip. Class1 14 Equipment Description 118 VAC INSTR BUS 21 Location: Bldg. CB Floor El. 53"-" Room, Area Manufacturer, Model, Etc. (optional but recommended)

Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results of judgments and findings. Additional space is provided at the end of this checklist for documenting other comments.

Anchorage

1. Is the anchorage configuration verification required (i.e., is the item one Y-I NM of the 50% of SWEL items requiring such verification)?
2. Is the anchorage free of bent, broken, missing or loose hardware? Y[ NEi UDi N/AD The anchorage is free of bent, broken, missing and loose hardware.
3. Is the anchorage free of corrosion that is more than mild surface Y[ N[D UD- N/AD-oxidation?

The anchorageis free of corrosion.

4. Is the anchorage free of visible cracks in the concrete near the YD-- NDl UD- N/AI0 anchors?

Panelis bolted to steel.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: Y[ NEI UD--

Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. IBUS21 Equip. Class1 14 Equipment Description 118 VAC INSTR BUS 21

5. Is the anchorage configuration consistent with plant documentation? YO NOi U- N/AE (Note: This question only applies ifthe item is one of the 50% for which an anchorage configuration verification is required.)
6. Based on the above anchorage evaluations, is the anchorage free of YE NEI UIO potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y[ NEIrU[-] N/AD Soft targets are free from impact by nearby equipment and structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NO U[- N/AD and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distributionsystems, 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 UL- N/AD Attached lines have adequateflexibility.
10. Based on the above seismic interaction evaluations, is equipment free YE NEI U-]

of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YZ NEI UI-Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. IBUS21 Equip. Class1 14 Equipment Description 118 VAC INSTR BUS 21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE Nil U[I adversely affect the safety functions of the equipment?

Observed red screen door inside the supervisorypanel that was not secured (see attachedphoto). During a seismic event, the doormay move and stirke the sensitive equipment inside the panel. This is documented in CR-IP2-2014-01660.

It was indicated that the door will be placed back into its orginial location and secured once the work on a specific component is done.

Observed a portablelight fixture with cord resting on the floor inside the supervisory panel (see attachedphoto). During a seismic even, the light fixture may move and strike nearby sensitive equipment. This is addressed in CR-IP2-2014-01660.

Observed a broken and bent plastice wireway inside SL compartment of the supervisorypanel (see attachedphoto). This is a housekeeping matter that has no adverse affect on the safety function of the equipment and is addressed in CR-IP2-2014-01660.

Comments (Additional pages may be added as necessary)

Ref: A WC-037 Evaluated by: Maggie Staub ___Date: 317/14

___317/14 Kai Lo EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YIN NF- UI]

Seismic Walkdown Checklist (SWC) SWELl-063 Equipment ID No. IBUS21 Equip. Class' 14 Equipment Description 118 VAC INSTR BUS 21 Photographs Note: Bus2l Note: intemals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CI4ECKUsT FoRm SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 9.6 ATTACHMENT IP2 Status: YO NR U-Seismic Walkdown Checklist (SWC) SWELI-OE Equipment ID No. IBUS21 Equip. Class1 14 Equipment Description 118 VAC INSTR BUS 21 Note: red screen door inside supervisorypanel Note: light fixture inside supervisory panel Note: brokenlbent wireway inside on Note: no otherphotos.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NEI- UI-Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. DPNL22 Equip. Class1 14 Equipment Description 125 VDC DISTRIBUTION PNL 22 PC4 Location: Bldg. CB Floor El. 53-0" 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 documentation availablefor anchorage.

2. Is the anchorage free of bent, broken, missing or loose hardware? YI NEI UlI N/Ail Observed four approximately Y2" diameterbolts. The bolts are spaced at 17" in the horizontal directionand 44" in the verticaldirection.
3. Is the anchorage free of corrosion that is more than mild surface YE N[-] U[l N/ADl oxidation?

The anchorageis free of corrosion.

4. Is the anchorage free of visible cracks in the concrete near the YrI NEIl UE N/AE anchors?

Mounted to panel frame IEnter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: Y[ NEI UD-1 Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. DPNL22 Equip. Class' 14 Equipment Description 125 VDC DISTRIBUTION PNL 22 PC4

5. Is the anchorage configuration consistent with plant documentation? Y[-] NE] UI-l N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

See #1

6. Based on the above anchorage evaluations, is the anchorage free of YE NEI U[-L potentially adverse seismic conditions?

The anchorage is free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YE NE] U[] N/A[]

Soft targets are free from impact.

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

Overhead equipment, distributionsystems, ceiling titles and lighting, and masonry block walls are not likely to collapse.

9. Do attached lines have adequate flexibility to avoid damage? YZ NE] uE] N/AE]

Attached lines have adequate flexibility.

10. Based on the above seismic interaction evaluations, is equipment free YE N-] UE]

of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YZ Nil U--

Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. DPNL22 Equip. Class1 14 Equipment Description 125 VDC DISTRIBUTION PNL 22 PC4 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YN NEi UE1 adversely affect the safety functions of the equipment?

We have looked for and found no otherseismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

Ref AWC-037 Evaluated by: Magqgie Staub Date: 317/14

/~317114 Kai Lo EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YZ NI'- UL-Seismic Walkdown Checklist (SWC) SWELl-064 Equipment ID No. DPNL22 Equip. Class1 14 Equipment Description 125 VDC DISTRIBUTION PNL 22 PC4 Photographs Note: PNL 22 Note: internals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 4 IP2 Status: Y*;: Nil U[W R1 (SWC) SWELl-067 Seismic Walkdown Checklist Equipment ID No. EDC1 Equip. Class' 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH 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 Y[-I NE of the 50% of SWEL items requiring such verification)?

No, the anchorage configuration verification is not required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE NI1--U1 N/A[-

Anchorage external to cabinet checked and found to be free of bent, broken, missing or loose hardware.

Cabinetdoor was opened on 2/28/14 and anchorageis free of bent, broken, missing or loose hardware. R1

3. Is the anchorage free of corrosion that is more than mild surface YE NEI UrI N/AL oxidation?

Anchorage is free of corrosionthat is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YN N[: U-I N/A[

anchors?

External anchorageis free of significant visible cracks in the masonry wall near the anchors.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NEI UL- RI I

Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class1 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH

5. Is the anchorage configuration consistent with plant documentation? Y--] NEI 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 configurationverification.

6. Based on the above anchorage evaluations, is the anchorage free of YZ NEI UE-potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y[; NEi UE- N/AE Yes soft targets are free from impact by nearby equipment or structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEI UE-- N/AE-and masonry block walls not likely to collapse onto the equipment?

Block wall is seismiclly qualified by Computech report No. R547.01.

Fluorescentbulbs need to be secured to fixtures with wires. CR IP2-2012-06120 tracks installationof wires to tie florescent bulb to fixture. It is judged the hard target inverterwill remain operable if the florescent bulbs were to fall on it.

9. Do attached lines have adequate flexibility to avoid damage? YN NEl UE N/A[]

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 interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YIO NEI UI--

Seismic Walkdown Checklist (SWC) SWELl-067 I R1 Equipment ID No. EDC1 Equip. Class1 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 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:

Drawingsand AWC Drawings:A206648, Rev 46, Conduit layout Control building, elev. 33' plan west half AWC-004 Dae -2/28/14

" " Date:

Evaluated by: Maggie Staub R1 Kai Lo ' - 2/28/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm ATTAHMEN 9. SEIMICWALKOWN HECLISTFO I Shoot 4 of 4 IP2 Status: YZ NEI UI-7] R1 Seismic Walkdown Checklist (SWC) SWELl-067 Equipment ID No. EDC1 Equip. Class' 14 Equipment Description STATIC INV. #23 MANUAL BY-PASS SWITCH Photographs R1 Note: Note:

STATIC INV #23 MANUAL BY-PASS SWITCH STATIC INV #23 MANUAL BY-PASS SWITCH interal components EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YM NEI uFi R1 Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class' 16 Equipment Description BATTERY CHARGER 21 Location: Bldg. CB Floor El. 3X-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 NEI of the 50% of SWEL items requiring such verification)?

Yes the anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YO NEI UL N/AD R1 Cabinetdoors were opened on 3/4/14 and internalcomponents were inspected. 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[ N[ U0- 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 YN NEI uE- N/A[--

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

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: Y[* NE ULI Ri Seismic Walkdown Checklist (SWC)

Equipment ID No. M19 SWELl-072 Equip. Class1 16 I

Equipment Description BATTERY CHARGER 21

5. Is the anchorage configuration consistent with plant documentation? YN NE] UE- 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 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? Y] NEi UE- N/Al]

Gap between the cabinet and adjacent frame west of the cabinet is 0.5". This seismic seperation requiresanalysis to determine adequacy.

LB-08 concluded that the existing gap is acceptable.

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

Floresentbulbs overhead are unsecured and could fall out of the light fixture. Hardtarget cabinet will protect internalsfrom damage. Judged acceptable. CR IP2-2012-06120tracks 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 U[-] N/A[l Yes attachedlines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free YE NE: UE1 of potentially adverse seismic interaction effects?

R1 The equipment is free of potentially adverse seismic interaction.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: Y[ N[I U[D RI Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class 1 16 Equipment Description BATTERY CHARGER 21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE NE] 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 spreadingroom, elev. 33' 01 ID 13800, Rev 7. Outline for the battery charger 22,24,21 and 23.

AWC-004 R1 3/4/14 Evaluated by: Mag-gie Staub Date:

Kai Lo Afý 3/4/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN NO ULI R1 Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class' 16 Equipment Description BATTERY CHARGER 21 Photographs Note: Battery charger21 is cabinet on right EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 5 IP2 Status: Y[E N[:] Ur- R1 Seismic Walkdown Checklist (SWC) SWELl-072 Equipment ID No. M19 Equip. Class1 16 I

Equipment Descrption BATTERY CHARGER 21 I

Note: Battery charger21 3 Note: internal componenets (top) R1 Note: internal componenets (bottom) Note: no other photos.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YZ NO U[-D R1 Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class1 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 Y] NEI of the 50% of SWEL items requiring such verification)?

Yes the anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE NE] U['-] N/AI-]

Cabinetdoors were opened on 3/4/13 and anchorage of internal R1 component was inspected.

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

Internaland external anchorageare free of bent, broken, missing and loose hardware.

3. Is the anchorage free of corrosion that is more than mild surface YE NEI uE-1 N/A--

oxidation?

Yes the anchorageis free of corrosion that is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YE NEIl U[-- N/ADl anchors?

Yes, the anchorageis 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

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: YE NEI U--I RI Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip. Class1 16

[

Equipment Description BATTERY CHARGER 24

5. Is the anchorage configuration consistent with plant documentation? YX N[I] 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.)

One Hilti anchorbolt is 3/8"diameter not Y per DWG 01ID13800-7.

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

6. Based on the above anchorage evaluations, is the anchorage free of YZ NEIl UI potentially adverse seismic conditions?

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

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y[ NE] u[-] N/AL]

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

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YO NEI u[1 N/All]

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? YE N[] UE- N/AII 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 interactioneffects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YE NEIl UfI R1 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 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)

References:

Drawings and AWC Drawings:01ID13800, Rev 7, Outline for battery charger22,24,21 & 23 A206640, Rev 10, Arrangement of equipment in cable spreadingroom elev. 33' AWC-004 t 3/4/14 Evaluated by: Maggie Staub ....... Date:

RI 314114 Kai Lo EN-DC-168 REV 0

SEISMIC WALKDOWN CHECKLIST FoRm ArTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YN Nr'- UL"I R1 PhoTogACHMETs.

Seismic Walkdown Checklist (SWC) SWELl-073 Equipment ID No. EGA3 Equip, Class1 16 Equipment Description BATTERY CHARGER 24 Photographs Note: 3/8" anchoron north-west corner Note: North-eastcomer EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 RI.

Note: Battery Charger24 Note: Intemal components EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YE NEI UD-R1 Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Equip. Class 1 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 YZ NE-]

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

Yes the anchorage configuration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YZ N-- UL] N/A[--

RI1 Anchorage of internalcomponents to cabinet inspected on 3/7/14 and found OK 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 YE NEi UEI-- N/A[:

oxidation?

Yes the anchorageis free of corrosion that is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YZ NEi UI- N/A[

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

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 5 IP2 Status: Y[ NEI UI- R1 Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI Equip. Class' 16 Equipment Description 10 KVA STATIC INVERTER #21

5. Is the anchorage configuration consistent with plant documentation? Y] N[I UL-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 description provided in SQUG (SEWS) and DWG 011D13800-7.

6. Based on the above anchorage evaluations, is the anchorage free of YN NEil UII potentially adverse seismic conditions?

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

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YE NEIl UE- N/All Yes soft targets are free from impact by nearby equipment or structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[E NEI U[] N/A[]

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 NE]I ul N/All Yes attached lines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free YE NEIUE1 of potentially adverse seismic interaction effects?

Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interactioneffects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 IP2 Status: YN NI! U[I R1 Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGAI 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 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: A206640, Rev 10, arrangementof equipment in cable spreadingroom elev. 33'.

AWC-004

.*.* '" 3/7/14 R Date:

Evaluated by: Maggie Staub Kai Lo 3/7/14 EN-DC-168 REV 0

SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT ATTACHM 9.6 ENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm Sheet 4 of 5 IP2 Status: YZ Nr-] UrI R1 Seismic Walkdown Checklist (SWC) SWELl-074 Equipment ID No. EGA1 Equip. Class1 16 Equipment Description 10 KVA STATIC INVERTER #21 Photographs Note: Cabinet Note: North west anchor Note: South-west anchor Note: East anchors EN-DC-168 REV 0

59of6 ATAHMENT SEISMIC WALKDOWN CHECKLIST FoRm Shoot 5 of 5 IP2 R1 Note: intemals at top I Note: internalsat bottom EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 5 IP2 Status: YI* NE-- UE R Seismic Walkdown Checklist (SWC) SWELl-075 R1 Equipment ID No. EGA8 Equip. Class1 16 Equipment Description IOKVA 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 Y[I- N of the 50% of SWEL items requiring such verification)?

The anchorageconfiguration verification is not required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE N[EI UOI N/AEl RI Cabinet doors were opened on 2/28/14 and all internal 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 UE7 N/A[-

oxidation?

Yes the anchorageis free of corrosionthat is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YE NEI U"- N/A[-

anchors?

Yes, the anchorageis 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

ATTACHMEI iT9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of5 IP2 Status: YE NEI U- K Seismic Walkdown Checklist (SWC) SWELI-075 I R1 Equipment ID No. EGA8 Equip. Class 1 16 Equipment Description IOKVA STATIC INVERTER#23

5. Is the anchorage configuration consistent with plant documentation? YE] Ni] U-L 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 N[I ULi potentially adverse seismic conditions?

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

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y0 NE] UE] N/AE]

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

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YO NE] UE] N/AE]

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

Block wall is seismiclly qualified by Computech report No. R547.01.

Fluorescentbulbs need to be secured to fixture with wires. CR IP2-2012-06120 tracks installationof wires to tie florescent bulb to fixture. It is judged the hard target inverterwill remain operableif the fluorescent bulbs were to fall on it.

9. Do attached lines have adequate flexibility to avoid damage? YO NE] u[-] N/AE]

Yes attachedlines have adequateflexibility to avoid damage.

10. Based on the above seismic interaction evaluations, is equipment free YN NE] UE]

of potentially adverse seismic interaction effects?

Yes based on the above anchorageevaluations, the anchorageis free of potentiallyadverse seismic conditions.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 5 1P2 Status: YN NEI- UL-R1 Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class' 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[-i 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 spreadingroom elev. 33' AWC-004 2/28/14 Evaluated by: Mnaaip. ,*tnllh Date:

Maryryie Staub R1 Kai Lo 212811 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 5 IP2 Status: YE NEI uE] R1 Seismic Walkdown Checklist (SWC) SWELl-075 Equipment ID No. EGA8 Equip. Class1 16 Equipment Description 10 KVA STATIC INVERTER #23 Photographs Note: Note:

Right side anchorage.

R1 Note: internal components at bottom Left side anchorage. I Note:

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKUsT FoRm SEISMIC WALKOOWN CHECKLIST FORM Sheet 5 of 5 9.6 ATTACHMENT IP2 RI Note: intemal components at top Note: no otherphotos.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 6 IP2 Status: YE NOI ULI Seismic Walkdown Checklist (SWC) SWELl-076 R1 1

Equipment ID No. 21EDG Equip. Class 17 Equipment Description DIESEL GENERATOR NO. 21 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.

Anchorage

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

Yes the anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? Y[ NI U[E- NIAE R1 Anchorage of components internalto cabinets that are attached to diesel were examined. See comments on page 3.

External anchoragewas inspected and is acceptable.

3. Is the anchorage free of corrosion that is more than mild surface YE NE- UF-1 N/AE]

oxidation?

Minor surface rust. Accepable.

4. Is the anchorage free of visible cracks in the concrete near the YE NEI UE- N/AE[

anchors?

A few minor hairlike cracks. No significantstructuralcracks.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 IP2 Status: Y; NM Ur--

Seismic Walkdown Checklist (SWC) SWELl-076 R1 1

Equipment ID No. 21EDG Equip. Class 17 Equipment Description DIESEL GENERA TOR NO. 21

5. Is the anchorage configuration consistent with plant documentation? Y[ N-I Ur] 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 the SQUG (SEWS).

6. Based on the above anchorage evaluations, is the anchorage free of YN NOI UOI potentially adverse seismic conditions?

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

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YN N-] UL- N/AZ!

Numerious tubes touch each other. Judged OK.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y[ NEI] U[] N/A[--

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

Refer to A WC-01 1 for partition discussion.

9. Do attached lines have adequate flexibility to avoid damage? Y[E NE] U[- N/Al-]

Yes attachedlines have adequateflexibility to avoid damage.

10. Based on the above seismic interaction evaluations, is equipment free Y[Z NEI urD 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

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP2 Status: YM NEI UL 1 Seismic Walkdown Checklist (SWC) SWELl-076 R1 Equipment ID No. 21EDG Equip. Class' 17 IFniiinmrntflr3_crintinn fI-')II.L (FNFRATOR NC) 21 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YZ NEI ULI adversely affect the safety functions of the equipment?

Yes we have looked for and found no otherseismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

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

References:

Drawings and AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.

9321-F-18533 (A201351), Control and diesel generatorbuildings foundation plan and details.

AWC-011 The upper roof panel has one bolt that doesn't have a nut. This is acceptable because the remaining bolts are adequate to hold the panel.This is addressedin CR-IP2-2013-04549.

The anchorageof the following components that are inside a cabinet are inspected:

1. Powerpanel for 21 Pre Lube Pump, 21 Lube Oil Heater, and 21 Jacket Water Heater OK
2. Panel EPZ44: Fuses for 21 Pre Lube Pump, 21 Lube Oil Heater,21 jacket water heaterOK
3. 21 EDG Gauge Boardpanel OK
4. 21EDG Jacket water pressure switch box OK OK R1
5. 21EDG CrankcaseExhaust Fan StarterEnclosure Evaluated by: Kiu I n Date: 11/12/13 John Skoniecznv 11/12/13 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Shoot 4 of 6 9.6 ATTACHMENT IP2 Status: Y0 N-- U-I Seismic Walkdown Checklist (SWC) SWELl-076 R1 Equipment ID No. 21EDG Equip. Class' 17 Equipment Description DIESEL GENERATOR NO. 21 Photographs Note: LOWER AIR FILTER NOT FULLY LATCHED.

i Note: DIESEL GENERATOR NO 21.

Note: no photo.

LOWER AIR FILTER NOT FULLY LATCHED.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 9.6 ATrACHMENT IP2 Note: Panel EPZ44 Note: PanelEPZ44 internals R1 Note: 21 EDG Gauge Board EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP2 Note:

Note: 21EDG Crankcase Exhaust Fan Starter Enclosure EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 1 of 10 Status: YN NEI UI1 Seismic Walkdown Checklist (SWC) SWELl-077 RI Equipment ID No. O022EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 22 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 YE NEI of the 50% of SWEL items requiring such verification)?

Yes the anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YN NO~ ULI N/AEI R1 Anchorage of components internalto cabinets attached to diesel were opened and examined. Internals were inspected.

Southwest of the EDG near the western post of the EDG exhaust pipe there is a base plate missing I of 4 anchorbolt nuts. This is judged seismically adequate as this base plate was abandoned from the old EDG exhaust pipe support and now a 4" pipe bearson but is not welded to the base plate.

3. Is the anchorage free of corrosion that is more than mild surface YN NO UI-] N/AEl oxidation?

Yes the anchorageis free of corrosion that is more than mild surface oxidation.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKOOWN CHECKLIST FORM Sheet 2 of 10 Status: Y[ NE] UE- RI Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17 Equipment Description DIESEL GENERA TOR NO. 22

4. Is the anchorage free of visible cracks in the concrete near the YEI NE uE- N/AE-anchors?

EDG Pedestalhas 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-11 was issued to resolve.

5. Is the anchorage configuration consistent with plant documentation? Y1; NE] UE- 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 YE NEI uEr 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? YO NE-] UE- NIAE1 A lot of tubing, hoses, etc. touch each other. All occurences where judged acceptable. Some but not all of the occurencesare noted below.

-Fuel oil filter line DF-80 touches DF-78 on south 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-1-1 and PS-5-1 stop tubing touches pipe to FE-6469 on east side of 22EDG.

-Line on west side of 22EDG to DL0-539 touches line to DF-107.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of I [0 Status: YI* N[7l UL-I R1 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 22

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, Y(Z N[Il U[] N/AD1 and masonry block walls not likely to collapse onto the equipment?

Refer to AWC-01 1 for partitiondiscussion.

9. Do attached lines have adequate flexibility to avoid damage? Y[ N[-] U[-] N/AII Yes attached lines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free YZ ND] U[I of potentially adverse seismic interaction effects?

Yes based on the above seismic interaction evaluations, the equipment is free of potentially adverse seismic interaction effects.

Other Adverse Conditions

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 10 Status: YZ NEI- UL- g1z Seismic Walkdown Checklist (SWC) SWELI-077 Equipment ID No. O022EDG Equip. Class1 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 IP2-2012-06515issued 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 boardcover 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.

The StartingAir PressureGauge is missing I of 3 screws. The remaining 2 screws will be seismically adequate. This condition is captured in CR-IP2-2013-02336.

References:

Drawings and AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.

CR IP2-2012-06515 CR IP2-2012-06238 WRT 00172112 AWC-011 Left hand starting airpressuregauge missing one screw. Found 6/10/13 Evaluated by: Kai Lo Date:

R1 Dan Nuta 6/10/13 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 10 Status: YtZ NO UL-R1 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 22 Photographs Note: Flange on 22EDG JW & LO Coolers Note: Minor surface corrosion on flange cooling WTR outlet with flush nut and showing couplings. Possible galvanic corrosion stainless minor surface corrosion. steel pipe and carbon steel bolts.

EN-DC-168 REV 0

ATAHMENT 9.o61 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 10 Status: YZ NEIrU[] R1 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17 EcauiDment Descrption DIESEL GENERATOR NO. 22 Note: ý;nows ruse panel for 22 PreLube Pump, 22 Lube oil HTR, and 22 Jacket Water HTR that has damaged & missing grout under the eastern (close) posts base plate.

Note: Example of rubber tubing touching. Note: Latch on 22EDG Gauge boardcover panel on north side is not latched.

EN-DC-168 REV 0

ATAHMENT 1 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 7 of 10 Status: Y[ NEI U1,I R1 Seismic Walkdown Checklist (SWC) SWELl-077 Equipment ID No. O022EDG Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 22 Note: tracKea weios on parrionwan oetween Note: Partitionwall between diesels that needs diesels. verificationof seismic design.This is addressedin SR1 CalculationFCX-00534 and A WC-011.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 8 of 109.6 ArrACHMENT Note: PanelEPZ45 Note: PanelEPZ45 internals R1 Note: 22 jacket water heater Note: 22 jacket waterheaterinternals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 9 of 10 Note: 22 jacket water heaterinternals Rl 22 EDG Gauge Board Note: 22 EDG Gauge Board intemals I Note:

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 10 of 10 Note: missing screw from startingairpressure Note: 22 EDG Jacket Water Pressure Switch gauge cabinet Rl Note: 22 EDG CrankCase Exhaust Fan Note: 22 EDG CrankCase Exhaust Fan Starter StarterEncolure Encolure internals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 9 IP2 Status: Y[ NEIl UE- 111 Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 23 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.

Anchorage

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

Yes the anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE N[DI U[I N/AD R1 Anchorage of components internalto cabinets attached to diesel were examined. Internals were inspected when cabinets were opened.
3. Is the anchorage free of corrosion that is more than mild surface YE NDI UD-] N/A[l oxidation?

Surface corrosion.Not significant.

4. Is the anchorage free of visible cracks in the concrete near the YE NDl UD-- N/ADl anchors?

Minor hair line cracks. Not significant.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9 IP2 Status: YE. NEI U[D R1 Seismic Walkdown Checklist (SWC) SWELI-078 I

Equipment ID No. O023EDG Equip. Class1 17 Equipment Description DIESEL GENERATOR NO. 23

5. Is the anchorage configuration consistent with plant documentation? YE Nr-o 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 the SQUG (SEWS).

6. Based on the above anchorage evaluations, is the anchorage free of YE N- U[I potentially adverse seismic conditions?

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

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YZ NIl 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, YE NEI- U0---Z N/A--

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

Refer to AWC-01 I for partitiondiscussion.

9. Do attached lines have adequate flexibility to avoid damage? YZ N- ULI N/AD Numerious lines touching. Judged acceptable.
10. Based on the above seismic interaction evaluations, is equipment free YZ NO 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

ATTACHMEI? iT9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 9 IP2 Status: YN NiE U-- R1 Seismic Walkdown Checklist (SWC) SWELl-078 Equipment ID No. O023EDG 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 YZ NEI U-1 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) 1 of 4 airfilter latches do not hold air filter in place. Air can by-pass filter. Operationspersonnel fixed issue in our presence. CR IP2-2012-06238issued for trend tracking purposes.

References:

Drawings and AWC Drawings: 9321-H-2250, Rev 7, Dieselgeneratorbuilding general arrangementplan, AWC-011

1. Fuse panel EWZ69 OK
2. Powerpanel - light adaptoris loose from panel cover (adhesive) at 23 lube oil heaterpower light. This is addressed in CR-IP2-2013-04158.
3. Panel adjacent to gauge board (jacket waterpressure switch) OK
4. EDG gauge board- electrical tape at back of panel at 2 locations. This is a housekeeping issue.
5. Crankcasestarterenclosure OK 10/15/13 Evaluated by: Kai Lo Date:

R1 Dan Nuta A 10/15/13 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm SEIsMIc WALKDOWN CHECKLIST FoRM Sheet 4 of 99.6 ATrACHMENT IP2 Status: YN NE] UI- R1 Seismic Walkdown Checklist (SWC) SWELI -078 Equipment IDNo. 0023EDG Equip. Class 1 17 Equipment Description DIESEL GENERATOR NO. 23 Photographs Note: Note:

DIESEL GENERATOR NO 23. PARTITION WALL BETWEEN GENERATORS.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm Sheet 2 of 9 IP2 Note: #23 EDG panel Note: PanelEWZ69 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9 9.6 ATTACHMENT IP2 Note: Panel EWZ69 intemals Note:

R1 Note: panel internals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTAHMEN 9. SEIMICWALKOWN HECLISTFOR Sheet 2 of 9 IP2 Note: side panel Note: side panel internals R1 Note: 23 EDG Gauge Board Note: 23 EDG Gauge Board internals EN-DC-1 68 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRm SEISMIC WALKDOWN CHECKLIST FoRM Sheet 2 of 9 9.6 ATTACHMENT IP2 Note: 23 EDG Gauge Board - electrical tape on Note: 23 EDG Gauge Board internals back of panel R1 Note: 23 EDG Gauge Board internals Note: 23 EDG Gauge Board internals EN-DC-168 REV 0

ATTAC HM ENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATrACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 9 IP2 R1 Note: Crankcase exhuast fan starterenclosure Note: Crankcase exhuast fan starterenclosure internals EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 8 IP2 Status: YZ NE] ULI RI Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class' 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL 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.

Anchorage

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

No, the anchorageconfiguration verification is not required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YZ NEI U[] N/A[I R1 Cabinet was opened for internalinspection during A TO and internals inspected. See sheet 3.

External anchorageis present and was inspected. Extemal anchorage is free of bent, brocken, missing or loose hardware.

3. Is the anchorage free of corrosion that is more than mild surface Y[ N[-1 uE] N/AE]

oxidation?

Minor surface corrosion.Judged OK.

4. Is the anchorage free of visible cracks in the concrete near the YE NEi U1-1 N/AEI anchors?

Floor is coated. No visible cracks.

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

EN-DC-168 REV 0

SEISMIC WALKDOWN CHECKLIST FORM ATTAC HM ENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 8 IP2 Status: YZ NEIr U--I R1 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-] NEI 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 YE NEI U-I potentially adverse seismic conditions?

R1 Yes based on the above anchorageevaluations, the anchorage is free of potentially adverse seismic conditions. Internalcomponents were examined duing EDG A TO. See sheet 3.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YZ NEI UE] N/AE1 Yes soft targets are free from impact by nearby equipment or structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI UE] N/A[3 and masonry block walls not likely to collapse onto the equipment?

Speaker and heateroverheadjudged to be adequately supported.

9. Do attached lines have adequate flexibility to avoid damage? Y; NE] UE] N/AE]

Yes attachedlines have adequate flexibility to avoid damage.

10. Based on the above seismic interaction evaluations, is equipment free YE NE] UE]

of potentially adverse seismic interaction effects?

Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 8 IP2 Status: YE NEI ULI R1 Seismic Walkdown Checklist (SWC) SWELl-081 Equipment IDNo. IP2-EDGB-72-DB6 Equip. Class1 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 YZ N[Il U[I adversely affect the safety functions of the equipment?

Yes we have looked for and found no otherseismic 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. Operationspersonnel fixed issue immediately for walkdown team.

References:

Drawings and AWC.

Drawings: 9321-F-3049,Rev 30, Conduit layout diesel generatorbuilding,elev 67' and 72' plan.

A209208, Rev 11. Conduit layout diesel generatorbuildingelev 67' and 72' section 4 Details.

9321-H-2250,Rev 7. Diesel generatorbuilding general arrangementplan.

AWC-011 During EDG A TO, the following cabinets were opened and the internalsinspected:

1. Air CompressorPanel O.K.
2. Fuel Oil Pump Disconnect O.K. R1
3. Crankcase Exhaust Fan Fuse Box O.K.

Evaluated by: Kai Lo Date: 11-12-2013 John Skoniecznv 11-12-2013 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTAHMEN 9. SEIMICWALKOWN HECLISTFOR Sheet 4 of 8 IP2 Status: YZ NrI- Ur-I R1 Seismic Walkdown Checklist (SWC) SWELl-081 Equipment ID No. IP2-EDGB-72-DB6 Equip. Class1 18 Equipment Description EDG BLDG 72' EL ENGINE AUXILIARIES CTRL PNL Photographs Note: Note:

EDG BLDG 72' EL ENGINE AUXILIARIES CTRL ENGINE AUXILIARIES CTRL PANEL close up PANEL.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 8 IP2 Photographs RI Note:

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 8 IP2 Photographs Ri Note: 21, EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM IP2 Photoaraohs Note: Note:

21 Diesel Fuel Oil Pump Disconnect 21 Diesel Fuel Oil Pump Disconnect EN-DC-168 REV 0

8 of8 9.6 ATTACHMENT Sheet SEISMIC WALKDOWN CHECKLIST FORM IP2 Photographs Note: Note: no otherphotos.

Crankcase Exhaust Fan 21 Fuse Box EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ Nil U-I Seismic Walkdown Checklist (SWC) SWELl-082 Equipment ID No. INSTRK 19 Equip. Class' 18 Equipment Description INSTRUMENT RACK 19 Location: Bldg. VC Floor El. 68'-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 anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YEE NO UrI N/AD Anchorage is free of bent, broken, missing and loose hardware.
3. Is the anchorage free of corrosion that is more than mild surface YS ND U[I N/AD oxidation?

Anchorage is free of corrosionthat is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YE NDI U[-] N/AD anchors?

Observed two cracks that are approximately < 1/64" near bolts 9 and 12 (see SQUG Rack 19 for bolt numbering scheme). Forbolt 9, the crack is approximately 3" away. Forbolt 12, the crack is approximately2" away.

LB-16 evaluation was generatedto assess the anchoragebased on cracked concrete. The evaluation determined that the existing condition is acceptable.

1Enter the equipment class name from EPRI 1025286, Appendix B: Classes of Equipment.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YE ND UD--

Seismic Walkdown Checklist (SWC) SWELl-082 Equipment ID No. INSTRK 19 Equip. Class1 18 Equipment Description INSTRUMENT RACK 19

5. Is the anchorage configuration consistent with plant documentation? YDI NO 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 configurationis consistent with SQUG documentationfor Rack 19. However, bolt configuration is not consistent with drawing A208247. CR-IP2-2014-01607is generated to document this and to update this drawing based on as-built configuration.

6. Based on the above anchorage evaluations, is the anchorage free of YO NEI ULI potentially adverse seismic conditions?

See question #4.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? Y0 NDI uD-- N/AD Soft targets are free from impact by nearby equipment and structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YO ND] UD- N/ADl and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distributionsystems, and lighting are not likely to collapse.

9. Do attached lines have adequate flexibility to avoid damage? YE NDI U[D] N/A[D Attached lines have adequate flexibility.
10. Based on the above seismic interaction evaluations, is equipment free YO ND-] u[-]

of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interactioneffects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 1P2 Status: YE NEI UE-1 Seismic Walkdown Checklist (SWC) SWELl-082 Equipment ID No. INSTRK 19 Equip. Class' 18 Equipment Description INSTRUMENT RACK 19 Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE NEI UE-adversely affect the safety functions of the equipment?

We have looked and found no otherseismic 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-7027-42 Rev 42 (A-201121), Containment building instrument arrangementsht. I instrumentation A201145 Rev 15.

AWC-048 Evaluated by: Maggie Staub Date: 3/5/14 Kai Lo "- 3/5/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y[ NM U-Seismic Walkdown Checklist (SWC) SWELl-082 Equipment ID No. INST RK 19 Equip. Class1 18 Equipment Description INSTRUMENT RACK 19 Photographs Note: Rack 19 Note: Anchorage

[Note: concrete crack nearbolt 12 l Note: concrete crack at bolt 9 i EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YE NEI U-l Seismic Walkdown Checklist (SWC) SWELI-083 Equipment ID No. INSTRK21 Equip. Class1 18 Equipment Description INSTRUMENT RACK 21 Location: Bldg. VC Floor El. 68"-" 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 NE1 of the 50% of SWEL items requiring such verification)?

The anchorageconfiguration verification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? Y[ N[:] UE- N/AE Anchorage is free of bent, broken, missing and loose hardware.
3. Is the anchorage free of corrosion that is more than mild surface YE NEi U[:] N/AL-oxidation?

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 NEI U[-- N/A[--

anchors?

Anchorage is free of visible cracks.

5. Is the anchorage configuration consistent with plant documentation? Y[ NEI u- N/ALi (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage configurationis consistent with drawing A208288-4 and SQUG documentation.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YER NEI U--

Seismic Walkdown Checklist (SWC) SWELl-083 Equipment ID No. INSTRK21 Equip. Class 1 18 Equipment Description INSTRUMENT RACK 21

6. Based on the above anchorage evaluations, is the anchorage free of YI Nil U[I-potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YN N[-] UrI N/A[D Soft targets are free from impact by nearby equipment and structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE N[i U[I N/Al]

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

Overhead equipment, distributionsystems,and lighting and masonry black walls not likely to collapse.

9. Do attached lines have adequate flexibility to avoid damage? Y[Z N[il UD:] N/A[l]

Attached line have adequate flexibility.

10. Based on the above seismic interaction evaluations, is equipment free YZ N[I- U-I of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction effects.

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could YE NEIUEJ adversely affect the safety functions of the equipment?

We have looked and found no other seismic conditions that could adversely affect the safety funcitons of the equipment.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YE NEIl UI-Seismic Walkdown Checklist (SWC) SWELl-083 Equipment ID No. INST RK 21 Equip. Class1 18 Equipment Description INSTRUMENT RACK 21 Comments (Additional pages may be added as necessary)

References:

Drawingsand AWC Drawings: 9321-F-7027-42 Rev 42 (A-201121), Containment building instrument arrangementsheet no.1 instrumentation A208248-6 Rev 5, Modification to steam generatorlevel transmitterrack no. 21 A208288-4 Rev 4, Steam generatorlevel and main steam flow transmitterrack replacement detail, racks 4A,4B and 21 AWC-040 Evaluated by: Maggie Staub ___Date: 3/5/14 Kai Lo ____________-_.........___...._ Date: 3/5/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: Y*; Nr"] UL-(SWC) SWELl-083 Seismic Walkdown Checklist Equipment ID No. INSTRK21 Equip. Class' 18 Equipment Description INSTRUMENT RACK 21 PhotoaraDhs Note: Rack 21 Note: Rack 21 Note: anchorflush with angle as indicatedon Note: anchorageconsistent with drawing drawing A208288-4 and SQUG documentation A208288-4 and SQUG documentation EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 1P2 Status: YE N-- UD--

Seismic Walkdown Checklist (SWC) SWELl-086 Equipment ID No. TE-122 Equip. Class1 19 Equipment Description EXCESS LETDOWN TEMP ELEMENT Location: Bldg. VCI Floor El. 46'-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 Y[- 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? Y[Z NEi U-I N/A[-

The anchorageis free of bent, broken, missing and loose hardware.Temperature element is welded to pipe.

3. Is the anchorage free of corrosion that is more than mild surface YE NO U[-] N/A--

oxidation?

The anchorageis free of corrosion that is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YO'L NO uOl NIAN anchors?

Temperature element is welded to pipe.

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

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 1P2 Status: YEE NE] UE7 Seismic Walkdown Checklist (SWC) SWELl-086 Equipment ID No. TE-122 Equip. Class1 19 Equipment Description EXCESS LETDOWN TEMP ELEMENT

5. Is the anchorage configuration consistent with plant documentation? YEI NEil 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.)
6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI ULi potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YE N[-] ul-] N/A"-

Soft targets are free from impact by nearbyequipment and structures.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEr] UE] N/AE]

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

Overhead equipment, distributionsystems, ceiling tiles and lighting are not likely to collapse onto the equipment.

9. Do attached lines have adequate flexibility to avoid damage? YE NEl ur-] N/All Attached lines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free Y[ NEl Ul]

of potentially adverse seismic interaction effects?

The equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ NO- U[I Seismic Walkdown Checklist (SWC) SWELl-086 Equipment ID No. TE-122 Equip. Class' 19 Equipment Description EXCESS LETDOWN TEMP ELEMENT Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y[ NEI U[-]

adversely affect the safety functions of the equipment?

We have looked and found no otherseismic conditions that could adversely affect the safety fuctions of the equipment.

Comments (Additional pages may be added as necessary)

References:

Drawings and A WC Drawings: 9321-F-7028-46 (A201122), Rev 46, Containment building instrument arrangement-sheet no. 2 instrumentation.

A WC-041 Evaluated by: Maqgie Staub Date: 3/3/14 Kai Lo 3/3/14 EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 4 of 4 IP2 Status: YE NEIl Ur-Seismic Walkdown Checklist (SWC) SWELl-086 Equipment ID No. TE-122 Equip. Class1 19 Equipment Descrption EXCESS LETDOWN TEMP ELEMENT Photographs Note: TE-122 Note: TE-122 EN-DC-168 REV 0

ATAHMENTI9of6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 6 1132 Status: YE NEI UD Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. IPNL PP9 Equip. Class1 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 YO-- NE of the 50% of SWEL items requiring such verification)?

No, the anchorageconfigurationverification is not required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YN NEI UI- N//A Internalanchorage was inspected during 21EDG A TO and internal anchoragewas inspected. See sheet 3.

External anchors where inspected and are free of bent, broken, missing or loose hardware.

R1

3. Is the anchorage free of corrosion that is more than mild surface YE NEJ uEJE N/AE1 oxidation?

No corrosionfound on extemal bolts. Internal bolts were inspected when panel was opened during 21EDG A TO.

4. Is the anchorage free of visible cracks in the concrete near the YZ NE] ULI N/AEl anchors?

Internal bolts were inspected when panel was opened. No visible cracks at extemal anchors during 21EDG A TO.

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

EN-DC-168 REV 0

STAheet 2 of6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 6 IP2 Status: YE NEI UE-1 Seismic Walkdown Checklist (SWC) SWELl-087 Equipment IDe No. PNL PP9 Equip. Class1 20 Equipment Description EDG 21 CONTROL PANEL

5. Is the anchorage configuration consistent with plant documentation? YEI NEI UE-- N/AZ (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Not applicable since component is not part of the anchorage configuration verification.

6. Based on the above anchorage evaluations, is the anchorage free of Y[ NEI uE-potentially adverse seismic conditions?

RI Anchorage internalto cabinet was inspected during 21EDG ATO and there is no it is free of potentially adverse seismic conditions.

4-Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YE NEI u[-] N/AE 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. Operationspersonnel reattachedand repairedrestraintbracket immediately in our presence. CR IP2-2012-6207 issued for trackingpurposes.

Swing of the side synch panel will be limited because the two nuts will act as a restraint.

8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI uEr N/AE]

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 uE- N/AE Yes attachedlines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free YN NEIuEl of potentially adverse seismic interaction effects?

Yes based on the above seismic interactionevaluations, the equipment is free of potentially adverse seismic interaction effects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 6 IP2 Status: YI NEI U-- RI Seismic Walkdown Checklist (SWC) SWELI-087 Equipment ID No. PNL PP9 Equip. Class1 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 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)

Panel on north end of #23 EDG control panel is missing I of 24 bolts. Bottom latch of #22 and #23 EDG control panel not lached. Operationspersonnel fixed issues on the spot in our presence. CR IP2-2012-06238 issued for tracking.

References:

Drawingsand AWC Drawings: 9321-H-2250, Rev 7, Diesel generatorbuilding general arrangementplan.

AWC-011 A bolt connecting the top cover panel to steel frame is missing a nut. Since the verticalseismic acceleration is less than 1.0, there is no uplift andjust shear. The remaining bolts will be adequate to restraintthe top cover panel in place. This condition is capturedby CR-IP2-2013-04549.

Slight surface rust was observed at the top panel bolt holes.

Evaluated by: Kai Lo Date: 11-12-2013 R1 John Skoniecznv , 11-12-2013 EN-DC-168 REV 0

SEISMIC WALKDOWN CHECKLIST FoRm Sheet 4 of 6 IP2 PhoTogACHMETs. Status: YZ NE] Ur] Ri Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class' 20 Equipment Description EDG 21 CONTROL PANEL Photographs R1 Note: EDG 21 control panel showing side Synch panel that is free to swing.

EN-DC-168 REV 0

59of6 ATAHMENT SEISMIC WALKDOWN CHECKLIST FORM Sheet 5 of 6 IP2 Status: YN NMI- UI- Ri Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class1 20 Equipment Description EDG 21 CONTROL PANEL Photographs Note: EDG 21 contrl panel anchorage Note: A bolt on the top coverpanel is missing a nut. Slight surface rust at the bolt holes.

EN-DC-168 REV 0

69of6 ATAHMENT SEISMIC WALKDOWN CHECKLIST FORM Sheet 6 of 6 IP2 Status: YE NrM U-E R1 Seismic Walkdown Checklist (SWC) SWELl-087 Equipment ID No. PNL PP9 Equip. Class' 20 Equipment Description EDG 21 CONTROL PANEL Photographs Note: Side synch panel of the 21EDG control Note: Side synch panel is restraintby the two Panel nuts during a seismic event and horizontal movement will be limited.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet I of 4 IP2 Status: YZ NEI- U-il Seismic Walkdown Checklist (SWC) SWELl-101 Equipment ID No. 21AT Equip. Class1 21 Equipment Description 21 SIS ACCUMULATOR Location: Bldg. VC Floor El. 46'-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 NE of the 50% of SWEL items requiring such verification)?

The anchorageconfigurationverification is required.

2. Is the anchorage free of bent, broken, missing or loose hardware? YE NE U[-- N/AE-The anchorageis free of bent, broken, missing or loose hardware.
3. Is the anchorage free of corrosion that is more than mild surface YZ NE U- N/AE--

oxidation?

The anchorageis free of corrosion that is more than mild surface oxidation.

4. Is the anchorage free of visible cracks in the concrete near the YN NE UEJ N/AE--

anchors?

The anchorageis free of visible cracks in the concrete near the anchors.

Enter the equipment class name from EPRI 1025286, Appendix 13: Classes of Equipment.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 2 of 4 IP2 Status: YN NEI UI Seismic Walkdown Checklist (SWC) SWELl-101 Equipment ID No. 21AT Equip. Class' 21 Equipment Description 21 SIS ACCUMULATOR

5. Is the anchorage configuration consistent with plant documentation? Y[ NEI UEr N/AE-1 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

The anchorage configurationis consistent with drawing 9321-01-2921-1.

6. Based on the above anchorage evaluations, is the anchorage free of YZ NiE U-I potentially adverse seismic conditions?

The anchorageis free of potentially adverse seismic conditions.

Interaction Effects

7. Are soft targets free from impact by nearby equipment or structures? YN NEI UIE N/AE-Soft targets are free from impact by nearby equipment or structures.
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, YE NEI U[E1 N/ALL and masonry block walls not likely to collapse onto the equipment?

Overhead equipment, distributionsystems, 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 NEI uE- N/All Attached lines have adequate flexibility to avoid damage.
10. Based on the above seismic interaction evaluations, is equipment free YE NEI UEl of potentially adverse seismic interaction effects?

Equipment is free of potentially adverse seismic interactioneffects.

EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FORM Sheet 3 of 4 IP2 Status: YZ Nil U--

Seismic Walkdown Checklist (SWC) SWELl-101 Equipment ID No. 21AT Equip. Class1 21 Equipment Description 21 SIS ACCUMULATOR Other Adverse Conditions

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

We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

References:

Drawings and AWC Drawings: SIO 41042 Rev 6, IPP-2Accumulator tank A205745-11, Rev 11, Instrumentation.

MIC no. 1999MC3434 Rev 17A Containment building general arrangementplans sheet 3 9321-01-2921-1 AWC-038 Evaluated by: Maggie Staub Date: 3/3/14 S -"-- 3/3/14 Kai Lo EN-DC-168 REV 0

ATTACHMENT 9.6 SEISMIC WALKDOWN CHECKLIST FoRM Shoet 4 of 4 IP2 Status: YE Nn Ur]

Seismic Walkdown Checklist (SWC) SWELl-101 Equipment ID No. 21AT Equip. Class1 21 Equipment Description 21 SIS ACCUMULATOR Photographs Note: 21 SIS Accumulator Note: 21 SIS Accumulator- anchorage EN-DC-168 REV 0

IP-RPT-12-00037 Rev. 1 ATTACHMENT K - DEFERRED AREA WALK-BY CHECKLISTS (AWCs)

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YN NI- UE-Area Walk-By Checklist (AWC) AWC- 037 Location: Bldg. CB Floor El. 53'-0 Room, Area 1 SWEL Components: SWELl -063, SWELl -064 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YN NEI UOL N/A-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

Anchorage appearsto be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YjE NOi UIE- N/A]

significant degraded conditions?

Equipment appearsto be free of significant degraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YE NO EJlui N/A[L raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

1 If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI uEI Area Walk-By Checklist (AWC) AWC- 037 Location: Bldg. CB Floor El. 53'-0 Room, Area 1 SWEL Components: SWELl -063, SWELl -064

4. Does it appear that the area is free of potentially adverse seismic YZ NEI uEr N/A[E spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

All ceiling tiles are tied to the supportingframe.

5. Does it appear that the area is free of potentially adverse seismic YN N['] U-- N/AE-interactions that could cause flooding or spray in the area?

The areais free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YN NEI UE- N/AE[

interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic Y[E] NZ uE] N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed a cart with equipment and cables near OPS Analog Channel No. I panel. The cart has four wheels that are not locked nor have wheel lock mechanism (see photos). Duringa seismic event, the cart may dislodge and strike nearbypanels such as supervisorypanel. This is addressedin CR-IP2-2014-01660.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YO NEIl UEI Area Walk-By Checklist (AWC) AWC- 037 Location: Bldg. CB Floor El. 53'-0 Room, Area 1 SWEL Components: SWELl -063, SWELl -064

8. Have you looked for and found no other seismic conditions that could YZ NEI- Uil adversely affect the safety functions of the equipment in the area?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Evaluated by: Maggie Staub A,`Zý Date: 317/14 Kai Lo 3/714 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKUST Sheet 4 of 4 Status: YZ NEI ULM Area Walk-By Checklist (AWC) AWC- 037 Location: Bldg. CB Floor El. 53'-0 Room, Area1 SWEL Components: SWELl -063. SWELl-064 Photographs EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NOI U-I Area Walk-By Checklist (AWC) AWC- 038 Location: Bldg. VC Floor El. 46'-0 Room, Area1 SWEL Components: SWELl-101 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YO NEO UE- N/A[L]

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorageof equipment in the area appearsto be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of Y[ NEI U[- N/A[l significant degraded conditions?

The anchorage of equipment in the area appears to be free of significant degraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YN NEO ur] N/AEJ raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduit raceways and HVAC ducting appearto be free of potentiallyadverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI UE-Area Walk-By Checklist (AWC) AWC- 038 Location: Bldg. VC Floor El. 46"-O Room, Area' SWEL Components: SWELl -101

4. Does it appear that the area is free of potentially adverse seismic YN NEI UE[ N/AE-spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatial interactionswith other equipment.

5. Does it appear that the area is free of potentially adverse seismic YE NEI UE- N/AE-interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic Y[ NEI ur N/AE-interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YZ NEI uEr NIAE[

interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed temporary tools and scaffolding used for outage. These will be removed once outage is done based on Attachment 7 of procedure OAP-007. The scaffolding is noted to be well anchored. Therefore, the area is free of potentiallyadverse seismic interactionsassociatedwith housekeeping practices,storage of portable equipment, and temporary installations.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ Nil U[--

Area Walk-By Checklist (AWC) AWC- 038 Location: Bldg. VC Floor El. 46"-O Room, Area 1 SWEL Components: SWELl-101

8. Have you looked for and found no other seismic conditions that could YZ NEI UE]

adversely affect the safety functions of the equipment in the area?

Observed a cable tray support and u-bolt near equipment 21AT that have surface oxidation (seephotos). This is judged to be acceptable.

Therefore, We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Evaluated by: Maggie Staub Date: 3/3/14 Kai Lo 3/3/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEI U" Area Walk-By Checklist (AWC) AWC- 038 Location: Bldg. VC Floor El. 46'-O Room, Area' SWEL Components: SWELl-101 Photographs Uaole tray supportnearz7 1o Accumulator EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YE NEI UE-Area Walk-By Checklist (AWC) AWC- 039 Location: Bldg. VC Floor El. 46'-0 Room, Area 1 SWEL Components: SWELl -003 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE NEI UE] N/AE-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorageof equipment in the area appearsto be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YO NE] uE] N/AE]

significant degraded conditions?

The anchorage of equipment in the area appears to be free of significant degraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YE NEI UE] N/A--

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentiallyadverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NDI UM Area Walk-By Checklist (AWC) AWC- 039 Location: Bldg. VC Floor El. 46"-O Room, Area 1 SWEL'Components: SWELl -003

4. Does it appear that the area is free of potentially adverse seismic YM NEI U0 N/ADl spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatial interactionswith other equipment.

5. Does it appear that the area is free of potentially adverse seismic YN NDJ UD1 N/AD interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YZ N[-D UD1 N/AD interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YE NDI UD- N/AD-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed several temporary tools, scaffolding and loose flex conduits/cables (seephoto) being used for the outage. These would be removed once the outage is over as documented in Attachment 7 of procedure OAP-007. Therefore, the area is free of potentially adverse seismic interactions associatedwith housekeeping practices,storage of portable equipment, and temporary installations.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YN NEI UEI Area Walk-By Checklist (AWC) AWC- 039 Location: Bldg. VC Floor El. 46'-O Room, Area 1 SWEL Components: SWELl -003

8. Have you looked for and found no other seismic conditions that could YZ NI-] UI-adversely affect the safety functions of the equipment in the area?

Observed mild surface oxidation on a nut of a pipe support near 22A T (see photo). This is considered acceptable since its only surface oxidation.

Comments (Additional pages may be added as necessary)

Evaluated by: Maqqie Staub Date: 3/3/14 Kai Lo 3/3/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y0 NEI ur]

Area Walk-By Checklist (AWC) AWC- 039 Location: Bldg. VC Floor El. 46'-0 Room, Area' SWEL Components: SWELl-003 Photographs Note: pipe support near 22A T loose flex conduits & cables near 22AT EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 1 of 4 Status: YO NEI UEl Area Walk-By Checklist (AWC) AWC- 040 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -083 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE N[E U[-- N/A[--

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorage of equipment in the area appears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of Y[ NEI U[:] N/AZ1 significant degraded conditions?

The anchorage of equipment in the area appears to be free of significantdegraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YE NEJ UZ1 N/AZ-]

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduit raceways and HVAC ducting appear to be free of potentially adverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI UD-Area Walk-By Checklist (AWC) AWC- 040 Location: Bldg. VC Floor El. 68'-0 Room, Area' SWEL Components: SWELl -083

4. Does it appear that the area is free of potentially adverse seismic YE NEi ULi N/AD spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatialinteractionswith other equipment.

5. Does it appear that the area is free of potentially adverse seismic YN ND UD- N/AD interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YS ND UDI N/AD interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YZ NDI UD N/ADl interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed temporary tools and buckets near Rack 21 being used for the outage (see attached photo). These will be removed once the outage is done based on Attachment 7 of procedure OAP-007.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: Y] NEI- ULI Area Walk-By Checklist (AWC) AWC- 040 Location: Bldg. VC Floor El. 68'-0 Room, Area1 SWEL Components: SWELl-083

8. Have you looked for and found no other seismic conditions that could Y[EN[:]UEJ adversely affect the safety functions of the equipment in the area?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Evaluated by: Maggie Staub Date: 3/5/14 Kai Lo 3/5/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-By CHECKLIST Sheet 4 of 4 Status: YO Nil UE]

Area Walk-By Checklist (AWC) AWC- 040 Location: Bldg. VC Floor El. 68-0 Room, Area' SWEL Components: SWELl -083 Photographs Note: no photo EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI UEj Area Walk-By Checklist (AWC) AWC- 041 Location: Bldg. VC Floor El. 46"-O Room, Area1 SWEL Components: SWELl -086 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE NO] U-- N/AE]

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorageof equipment in the area appears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YN NE] ur] N/AEI significant degraded conditions?

The anchorageof equipment in the area appears to be free of significant degradedconditions.

3. Based on a visual inspection from the floor, do the cable/conduit Y[ NE] uOl N/AE-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEI- U-I Area Walk-By Checklist (AWC) AWC- 041 Location: Bldg. VC Floor El. 46'-0 Room, Area 1 SWEL Components: SWELl -086

4. Does it appear that the area is free of potentially adverse seismic YZ N[E] UEI N/AE[

spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatialinteractionswith other equipment.

5. Does it appear that the area is free of potentially adverse seismic YO N[-- UEI N/A[--

interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YZ NEI U[I N/AE1 interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YN NEI U[-] N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Temporary outage equipment and scaffolding were present and will be removed once outage is over. This is in accordance with Attachment 7 of procedure OAP-007.

The scaffolding was noted to be well anchored. Therefore, the area is free of potentially adverse seismic interactionsassociatedwith housekeeping practices,storage of portable equipment, and temporary installations.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: Y[ NEI ULI--

Area Walk-By Checklist (AWC) AWC- 041 Location: Bldg. VC Floor El. 46-0 Room, Area 1 SWEL Components: SWELl -086

8. Have you looked for and found no other seismic conditions that could YN NEI UEI adversely affect the safety functions of the equipment in the area?

We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Ref. SWELI-086 Evaluated by: Maggie Staub Date: 3/3/14 Kai Lo 3/3/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y[* NE] U[-I (AWC) AWC- 041 Area Walk-By Checklist Location: Bldg. VC Floor El. 46'-0 Room, Area 1 SWEL Components: SWELl -086 Photographs Note: no photo. Note: no photo No deficiencies were noted and no pictures were No deficiencies were noted and no pictures were required. required.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YZ NEI U-I Area Walk-By Checklist (AWC) AWC- 042 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -052 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of Y[I N[ U-- N/A[--

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

A vertical Unistrut member of a rack located between column 12 and 13 has a broken weld. The vertical Unistruton the left and right have good weld. The rack is lightly loaded with a multiple of 3/8" weld channel CS tubings, 1" conduit and 1.5" pipes. This condition is identified by CR-IP2-2014-01250.LB-15 evaluated this condition and determined that the 3/8" tubing (most critically stressed)is structurally adequate without the broken weld Unistrut.

Unistrutwas welded properlyprior to end of outage (W. . 00376005).

2. Does anchorage of equipment in the area appear to be free of YE] NO U[I] N/AL]

significant degraded conditions?

See item I

3. Based on a visual inspection from the floor, do the cable/conduit YE N[D UD- N/A[-]

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Slight surface rust on pipe whip restraint'scable.

1 If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YZ NEI UE]

Area Walk-By Checklist (AWC) AWC- 042 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl-052

4. Does it appear that the area is free of potentially adverse seismic YN NE] uE] N/AE-spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatial interactionswith other equipment in the area.

5. Does it appear that the area is free of potentially adverse seismic YZ NEI uEI N/AE]

interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YZ NEI] uE N/AE]

interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YN NE] UE] N/A-]

interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

The inspection is performed during the RFO, so tools and various equipment are stored on the floor. These items will be removed per OAP-007. Being enclosed by a very rugged steel structure, the charcoalfilter room appearedto be used for storage.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YM NE* UE-Area Walk-By Checklist (AWC) AWC- 042 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELI-052

8. Have you looked for and found no other seismic conditions that could YN NEI UI[]

adversely affect the safety functions of the equipment in the area?

We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

1. The structural steel beam above has a burnt mark and appearedto be superficial, i.e. on the surface.
2. Service WaterProgram engineer wrote CR-IP2-2014-01478to identify surface rusting, loose and flaking exterior coating on the 3" supply and return piping spools between the 10" header and cooling coils.

Evaluated by: Kai Lo Date: 2-27-2014 Dan Nuta 2-27-2014 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: Y0 N[--] Ur-Area Walk-By Checklist (AWC) AWC- 042 Location: Bldg. VC Floor El. 68'-O Room, Area1 SWEL Components: SWELl -052 Photographs I I Noe: ournrmark on mie srrucruralsreel Deam IIULU.

Surface rust on the pipe whip cable restraint EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI U-Area Walk-By Checklist (AWC) AWC- 043 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -053 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YO NE] uE- NIAE]

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The area appears to be free of potentiallyadverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YO~ NEI uE] N/A[:]

significant degraded conditions?

The area appears to be free of significant degradedconditions.

3. Based on a visual inspection from the floor, do the cable/conduit Y[ NEI u-- N/A[-

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduit raceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEI U-I Area Walk-By Checklist (AWC) AWC- 043 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -053

4. Does it appear that the area is free of potentially adverse seismic Y[E NE U-- N/A-spatial interactions with other equipment in the area (e.g., ceiling tiles and fighting)?

The area is free of potentially adverse seismic spatial interactionswith otherequipment in the area.

5. Does it appear that the area is free of potentially adverse seismic YN NE U[-- NIA-interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding.

6. Does it appear that the area is free of potentially adverse seismic YN NE U- N/AE interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic Y[ NE U- N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

The inspection is performed during the RFO, so tools and various equipment are stored on the floor. These items will be removed per OAP-007. Being enclosed by a very rugged steel structure, the charcoalfilter room appearedto be used for storage.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YED NEI U--i Area Walk-By Checklist (AWC) AWC- 043 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -053

8. Have you looked for and found no other seismic conditions that could YN NEi UI--]

adversely affect the safety functions of the equipment in the area?

We have looked and found no other seismic conditions that could adversely affect safety functions of the equipment.

Comments (Additional pages may be added as necessary)

1. Spots of wom out coating on the floor.
2. Loose nut on the floor, a house keeping issue.

Evaluated by: KaiLo Date: 2-27-2014 Dan Nuta 2-27-2014 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YE NEI UI-Area Walk-By Checklist (AWC) AWC- 043 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -053 Photographs Note: No photos. Note: No photos.

No deficiencies were noted and no pictures were No deficiencies were noted and no pictures were required. required.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: Y] NEI U--

Area Walk-By Checklist (AWC) AWC- 044 Location: Bldg. VC Floor El. 68'-O Room, Area 1 SWEL Components: SWELl -054 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE N[-] UEr N/A-]

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

Anchorage appears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YE NEI Ul-] N/Al]

significant degraded conditions?

Anchorage appears to be free of significantdegraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit Y[ NEI UE] N/A--

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic condition.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEIl U-I Area Walk-By Checklist (AWC) AWC- 044 Location: Bldg. VC Floor El. 68"-O Room, Area1 SWEL Components: SWELl -054

4. Does it appear that the area is free of potentially adverse seismic YZ NEI uEr N/A[-

spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatial interactionwith otherequipment in the area.

5. Does it appear that the area is free of potentially adverse seismic YE NEI UE] NIAE-'

interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic Y[Z NEI UEJ N/AEI interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interaction that could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic Y; NEI UE1 N/AE-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed tools and scaffolding being used for the outage. These will be removed once the outage is over in accordancewith Attachment 7 or OAP-007. Therefore, no adverse seismic interaction.

Observed permanent scaffolding storage rack that has been previously evaluated. This has no adverse seismic interactions.

Observed a stainless steel wall liner not fully attached to the wall. This is documented in CR-IP2-2014-01023. This has no adverse seismic interaction. It is only a housekeeping matter.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NI Ul-i Area Walk-By Checklist (AWC) AWC- 044 Location: Bldg. VC Floor El. 68-0 Room, Area 1 SWEL Components: SWELl-054

8. Have you looked for and found no other seismic conditions that could YE NEI UE]I adversely affect the safety functions of the equipment in the area?

We have looked 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 containment stainless steel linerpreviously addressedby the constructiongroup and wrote CR-IP2-2014-01128.

Evaluated by: Maggie Staub Date: 3/6/14 Kai Lo 3/6/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YE NiJ UIM Area Walk-By Checklist (AWC) AWC- 044 Location: Bldg. VC Floor El. 68'-O Room, Area' SWEL Components: SWELl-054 Photographs Note: stainless steel wall topht Note:

Note: no photo wall EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI U[

Area Walk-By Checklist (AWC) AWC- 045 Location: Bldg. VC Floor El. 68'-O Room, Area 1 SWEL Components: SWELl -055 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE NEI ULi N/ALl potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorage in the areaappears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YO NEI U[-- N/All significant degraded conditions?

Anchorage appearsto be free of significantdegraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YNI NDI U- N/AL-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

'If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEI U-'i Area Walk-By Checklist (AWC) AWC- 045 Location: Bldg. VC Floor El. 68-0 Room, Area 1 SWEL Components: SWELl -055

4. Does it appear that the area is free of potentially adverse seismic YN NEI U-I N/Al]

spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatialinteractions.

5. Does it appear that the area is free of potentially adverse seismic YE NEI UL- N/AE]

interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YM NEI U[-- N/A['-

interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YO NDI UE- N/A[D-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed tools and equipment being used for the outage. These will be removed once the outage is over in accordancewith Attachment 7 of OAP-007.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ NEI UnI Area Walk-By Checklist (AWC) AWC- 045 Location: Bldg. VC Floor El. 68'-0 Room, Area1 SWEL Components: SWELl -055

8. Have you looked for and found no other seismic conditions that could YN NEl UEI adversely affect the safety functions of the equipment in the area?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment.

Comments (Additional pages may be added as necessary)

Observed piping that is rusted outside of 24CRF. This is being addressedin CR-IP2-2014-01654.This CR states that that this is a surface condition issue only and does not impact component or system pressure boundary, structuralintegrity, or design functions.

Evaluated by: Maggie Staub Date: 3/6/14 Kai Lo 3/6/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YZ NEIL Ufl Area Walk-By Checklist (AWC) AWC- 045 Location: Bldg. VC Floor El. 68'-0 Room, Area1 SWEL Components: SWELl -055 Photographs Note: no photo EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YZ NEI U-I Area Walk-By Checklist (AWC) AWC- 046 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -056 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YE N[E U[E] N/AE--

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorageof equipment in the areaappears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YO NEI UE1 N/AE]

significant degraded conditions?

The anchorageof equipment in the area appears to be free of significant degraded conditions.

3. Based on a visual inspection from the floor, do the cable/conduit YE NEI UE- N/AE-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based 6n judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YE NEO UI-Area Walk-By Checklist (AWC) AWC- 046 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -056

4. Does it appear that the area is free of potentially adverse seismic YN NEI UE] NIAE]

spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatialinteractionswith other equipment.

5. Does it appear that the area is free of potentially adverse seismic YZ NEI UE] N/AE-interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YZ NEI U[71 N/A[]

interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire.

7. Does it appear that the area is free of potentially adverse seismic YZ NEI U-- N/AE]

interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed tools being used for the outage. These tools are for temporary usage and will be removed once outage is over. This is in accordancewith Attachment 7 of procedure OAP-007. Therefore, the area is free of potentiallyadverse seismic interactionsassociatedwith housekeeping practices.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YZ NIO! UFl Area Walk-By Checklist (AWC) AWC- 046 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl-056

8. Have you looked for and found no other seismic conditions that could YZ N[-] UE[

adversely affect the safety functions of the equipment in the area?

Observed a checkered floor plate (at elevation 95, above) with several weld marks (see photos). The plate is judged to be acceptable.

Observed light surface oxidation on a U-bolt for a pipe support (see photos). This is judged to be adequate since its only surface oxidation.

Observed rusted piping with poor coating nearFCU #25 (see photo).

This has been already addressed in CR-IP2-2014-01596. The CR concluded that this is a surface condition issue only and does not impact component or system pressure boundary, structuralintegrity, or design functions.

Comments (Additional pages may be added as necessary)

Evaluated by: Macqqie Staub Date: 3/4/14 Kai Lo ___________________________________ 3/4/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEI UE' Area Walk-By Checklist (AWC) AWC- 046 Location: Bldg. VC Floor El. 68Q-0 Room, Area1 SWEL Components: SWELl -056 Photographs I Note: weld marks on checkered floor plate I rIO1e: ilgnr surface oxioarion on u-Doon Die: iignr surface oxicarion on u-oowr EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEI U-Area Walk-By Checklist (AWC) AWC- 047 Location: VC Floor El. 46"-O Room, Area1 Bldg.

SWEL SWELl -033 Components:

Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of YN NEI uE-l N/AE-potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

The anchorageof equipment in the area appearsto be free of potentiallyadverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YN NEI uLIE N/AE-significant degraded conditions?

The anchorageof equipment in the area appearsto be free of significant degradedconditions.

3. Based on a visual inspection from the floor, do the cable/conduit Y[ NEI uE- NIA[-]

raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduitraceways and HVAC ducting appearto be free of potentially adverse seismic conditions.

I If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YN NEIl UD Area Walk-By Checklist (AWC) AWC- 047 Location: VC Floor El. 46"-O Room, Area 1 Bldg.

SWEL SWELl -033 Components:

4. Does it appear that the area is free of potentially adverse seismic YN NDI UD- N/ADl spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The areais free of potentially adverse seismic spatial interactionswith other equipment in the area.

5. Does it appear that the area is free of potentially adverse seismic YE NDJ uD- N/AD-interactions that could cause flooding or spray in the area?

The areais free of potentially adverse seismic interactionsthat could cause flooding or spray.

6. Does it appear that the area is free of potentially adverse seismic YN NDI UD] N/AD-interactions that could cause a fire in the area?

The area is free of potentially adverse seismic interactionsthat could cause a fire

7. Does it appear that the area is free of potentially adverse seismic YM NDJ u[-D N/AD-interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed scaffolding in the area that seemed to be well anchored. The scaffolding is temporary and will be removed after the outage.

Therefore, the area is free of potentially adverse seismic interactions associated with housekeepingpractices, storage of portable equipment, and temporary installations.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NEI UL-I Area Walk-By Checklist (AWC) AWC- 047 Location: VC Floor El. 46"-O Room, Area 1 Bldg.

SWEL SWELl -033 Components:

8. Have you looked for and found no other seismic conditions that could YO N[l U-I adversely affect the safety functions of the equipment in the area?

We have looked and found no other seismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Ref: SWELI-033 Evaluated *.

by: Maggie Staub Date: 3/3/14 Kai Lo 3/3/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YN NEI] U[]

Area Walk-By Checklist (AWC) AWC- 047 Location: VC Floor El. 46'-0 Room, Area1 Bldg.

SWEL SWELl -033 Components:

Photographs Note: no photo Note: no photo No deficiencies were noted and no pictureswere No deficiencies were noted and no pictures were required. required.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet I of 4 Status: YE NEIl ULI Area Walk-By Checklist (AWC) AWC- 048 Location: Bldg. VC Floor El. 68'-0 Room, Area' SWEL Components: SWELl-082 Instructions for Completing Checklist This checklist may be used to document the results of the Area Walk-By near one or more SWEL items. 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.

1. Does anchorage of equipment in the area appear to be free of Y[ NEI U-] N/AE]

potentially adverse seismic conditions (if visible without necessarily opening cabinets)?

Anchorage appears to be free of potentially adverse seismic conditions.

2. Does anchorage of equipment in the area appear to be free of YN NEI Ur N/AD-significant degraded conditions?

Anchorage of equipment in the area appearsto be free of significant degradedconditions.

3. Based on a visual inspection from the floor, do the cable/conduit YE NEI U[I N/AF-raceways and HVAC ducting appear to be free of potentially adverse seismic conditions (e.g., condition of supports is adequate and fill conditions of cable trays appear to be inside acceptable limits)?

Cable/conduit raceway and HVAC ducting appearto be free of potentiallyadverse seismic conditions.

If the room in which the SWEL item is located is very large (e.g., Turbine Hall), the area selected should be described.

This selected area should be based on judgment, e.g., on the order of about 35 feet from the SWEL item.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 2 of 4 Status: YZ NEIl U-I Area Walk-By Checklist (AWC) AWC- 048 Location: Bldg. VC Floor El. 68'-0 Room, Area' SWEL Components: SWELl -082

4. Does it appear that the area is free of potentially adverse seismic YZ NEIl UL N/A[]

spatial interactions with other equipment in the area (e.g., ceiling tiles and lighting)?

The area is free of potentially adverse seismic spatial interactions.

5. Does it appear that the area is free of potentially adverse seismic YM NEIl UE- N/A-'

interactions that could cause flooding or spray in the area?

The area is free of potentially adverse seismic interactionsthat could cause flooding or spray in the area.

6. Does it appear that the area is free of potentially adverse seismic YEE NEIl UI N/AZl interactions that could cause a fire in the area?

The areais free of potentially adverse seismic interactionsthat could cause a fire in the area.

7. Does it appear that the area is free of potentially adverse seismic YN NZ-- U-I N/A[-]

interactions associated with housekeeping practices, storage of portable equipment, and temporary installations (e.g., scaffolding, lead shielding)?

Observed a bucket, small tools and gages on the floor. These are being used for the outage and will be removed at the end of the outage in accordancewith Attachment 7 or OAP-O07.

Observed a pipe (by column line 1) near Rack 19 with missing insulation. This causes no adverse seismic interactions.

EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 3 of 4 Status: YE NEI- UEi--

Area Walk-By Checklist (AWC) AWC- 048 Location: Bldg. VC Floor El. 68'-0 Room, Area 1 SWEL Components: SWELl -082

8. Have you looked for and found no other seismic conditions that could YE NEI ULIEI adversely affect the safety functions of the equipment in the area?

We have looked and found no otherseismic conditions that could adversely affect the safety functions of the equipment in the area.

Comments (Additional pages may be added as necessary)

Evaluated by: Maggie Staub Date: 3/5/14 Kai Lo 3/5/14 EN-DC-168 REV 0

ATTACHMENT 9.7 AREA WALK-BY CHECKLIST Sheet 4 of 4 Status: YO NEl UI-Area Walk-By Checklist (AWC) AWC- 048 Location: Bldg. VC Floor El. 68"0O Room, Area 1 SWEL Components: SWELl-082 Photographs Note: pipe %

Note: bucket and tools on floor Note: no photo EN-DC-168 REV 0

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L1 of 8

  • 'LB #. SWC/AWC #: IDENTIF:"...

I EDm~m CONDITI.O...N

... ID."E.NT*I-."F'.." . .,.. °'.

.,:. LICENSING BASIS EVALUATION# " .. :"

o..-.,a.,,*;COCUSO ' i.*".=.RESOLUTION

RESOLUTION .". .. C.R# /STATUSi Initial Action: CR Generated - see status column During the walkdown of MCC 26AA, one handle is missing on a CR Operability Review:. No degraded or nonconforming cubicle, one handle cannot be turned, and unable to turn a few condition exists per EN-OP-104. I concur with the engineering SWELl-007 latches to open a few other cubicles. The cubicles that cannot be evaluation made at the time of the inspection that there is no CR-IP2-2014-01465 N/A (MCC-26AA) opened are mainly the spare ones. One the vertical wire trough, a Condition entered directly into CAP seismic or operability concerns with the conditions found. MCC- Closed red color plastic cover for the opening is not engaged fully. At the 26AA and the safety related valves and equipment fed from the bottom compartment, tie wraps and broken red plastic covers are MCC are operable. There is no IP-SMM-LI-108 immediate found in various places. reportability associated with this condition.

CR Action: WR# 333187 generated.

Initial Action: CR Generated - see status column Most of the compartment doors' cam-locks were found to be CR Operability Review: No degraded or nonconforming condition exists per EN-OP-104.The compartment door cam-SWELl-010 jammed. None of the spare compartment doors on the east side of locks that were found to be jammed do not affect the operation or CR-IP2-2014-01835 N/A (MCw-27A) the MCC could be opened. Fewer spare compartment doors' cam- Condition entered directly into CAP the operability of MCC-27A. MCC-27A is operable. There is no Closed locks were jammed on the west side. IP-SMM-LI-108 immediate reportability associated with this condition.

CR Action: WR# 00333883 Initial Action: CR Generated - see status column During the walkdown of MCC29, an abandoned conduit bushing CR Operability Review. There is no degraded or non-DurL-01I them akdound ofre hanging MCt an a found thconitmhng conforming condition in accordance with EN-OP-104 Rev 7. The SWELl-N1 found Sethe hangingcfrom a groundhwires withsa scrkeepingS compartmento un-used conduit and bushing do not challenge the ability of MCC CR-IP2-2014-1426 N/A (MCC-29) attached) The ground wire is attached and there are no other Condition entered directly into CAP 29 to perform its function of providing power to its associated Closed loads. The MCC 29 is functional. There is no immediate components within the vicinity of the bushing. reportability law IP-SMM-LI-108.

CR Action: The bushing should be removed when other works are to be performed on this MCC in the future. WR# 333130 During the walkdown of MCC-26C, the following issues were Initial Action: CR Generated - see status column identified:

- The panel covers of the two middle bottom compartments were CR Operability Review: No degraded or nonconforming SWELl-012 jammed and couldn't be open to inspect the anchors. The cam- condition exists per EN-OP-104. The cover plate that couldn't be lock may be defective. Condition entered directly into CAP opened and the missing cam-lock do not affect the operability of CR-IP2-2014-01604 N/A (MCC-26C) - Missing cam-lock on spare compartment MCC26C-4H. This is a MCC-26C. No immediate reportability required per IP-SMM-LI- Closed housekeeping matter that has no adverse affect on the safety 108.

functions of the equipment. The remaining cam-lock can provide adequate strength to keep the door closed.

CR Action: WR# 333438

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Paae L2 of 8 LICENSING BASIS EVALUATION L. # SWCIAWC .. IDENTIFIED CONDITION ,RESOLUTION*

CONCLUSION '

....... _l_...... _ _. ....... .. . . . . . . . . . .... . .ll . ... ... l" ; ',t , .;, --. *-- " ""lll-".-*.... l ..... ... .. .. "

Initial Action: CR Generated - see status column During the walkdown of 21CRF and 22CRF, surface corrosion CR Operability Review: There is no degraded or non-were found in the following area: conforming condition law EN-OP-104 Rev 7. The condition SWELI-052

  • At all of the motor vibration isolator supports.

described is cosmetic in nature and does not challenge the N/A (0021CRF) Condition entered directly into CAP operability of the 21 and 22 FCU's. 21 and 22 FCU are operable. CR-IP2-2014-01405 I

  • The inside surface of the cooling coil discharge door.

There is no immediate reportability requirement in accordance Closed

  • Cooling coil intake panels, and the structuralattachments on the with IP-SMM-LI-108.

floor and adjacent to the door.

CR Action: Clean, prep and recoats surfaces to arrest further corrosion and degradation. WR# 333078 was initiated for the work.

Initial Action: CR Generated - see status column During the walkdown of 21CRF and 22CRF, surface corrosion CR Operability Review: There is no degraded or non-were found in the following area: conforming condition iaw EN-OP-104 Rev 7. The condition

  • At all of the motor vibration isolator supports. described is cosmetic in nature and does not challenge the CR-IP2-2014-01405 SWELl-053 (0022CRF)
  • The inside surface of the cooling coil discharge door. Condition entered directly into CAP operability of the 21 and 22 FCU's. 21 and 22 FCU are operable. Closed
  • Cooling coil intake panels, and the structural attachments on the There is no immediate reportability requirement in accordance N/A floor and adjacent to the door. with IP-SMM-LI-108.

CR Action: Clean, prep and recoats surfaces to arrest further corrosion and degradation. WR# 333078 was initiated for the work.

Initial Action: CR Generated - see status column CR Operability Review: Concur with engineer evaluation that the surface rust in chamber between the demister and fan inlet and fan motor supports poses no threat to structural integrity of 22 FCU fan housing. It will not affect the operation of 22 FCU or During PEO inspection under WO 323344, the 22 FCU chamber challenge its ability to remove heat from containment during between the demister and fan inlet showed signs of rust and normal operation and post accident conditions.22 FCU remains CR-IP2-2014-01153 SWELl -053 corrosion on the walls, supports and fan motor. Rust and operable. There is no IP-SMM-LI-108 immediate reportability Closed N/A (OO22CRF) corrosion observed is surface only and poses no threat to Condition entered directly into CAP associated with this condition.

structural integrity of 22 FCU fan housing or frame. There are no operability or functionality concerns at this time. CR Action: Clean, prep and repaint surfaces inside 22 FCU to prevent further corrosion and degradation. Initiated WR# 332661 and informed Engineering Supervision

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L3 of 8 LB... SWI.... .. * .. .:"* ' LICENSING BASIS EVALUATION RES.LUTION 113 SCAC#IDENTIFIED CONDITION CONCLUSION REOUTO During PEO inspection under WO 323329, the 22 FCU discharge Initial Action: CR Generated - see status columnCR-P2-2014-01154 SWELl-053 air expansion joint was discovered to have two tears. These tears CR Operability Review: Concur with engineer evaluation that Closed (0022CRF) were approximately 2 inch by 1 inch. This expansion joint is the relatively small size of the holes will not affect the operation of located on top of 22 FCU directly downstream of FCV-22. Based 22 FCU or challenge its ability to remove heat from containment N/A on the relatively small size of the holes, this should not affect the Condition entered directly into CAP during normal operation and post accident conditions. 22 eCU operation of 22 FCU or challenge its ability to remove heat from remains operable. There is no IP-SMM-LI-108 immediate containment durng normal operation and post accident condition. reportability associated with this condition.

CR Action: Replace 22 FCU discharge air expansion joint.

Initiated WR# 332660 and informed Engineering Supervision.

Initial Action: CR Generated - see status column CR Operability Review: No degraded or nonconforming The 23 FCU (23CRFCC) Service Water 3" supply and retumn condition exists per EN-OP-104. Based on the evaluation made piping spools between the 10" headers and cooling coils are by engineering, this is a surface condition issue only and does piping spoolsabaetween por 1 eadersiaconditem noio g ls,bared not impact component or system pressure boundary, structural carbon steel and are in poor material condition extemally, based integrity, or design functions; therefore. This condition does not 054 on visual inspection after insulation removal. All have signicant make #23 FCU inoperable. No immediate reportability required CR-P2-20141653 N/A (0023CRF) surface rusting and loose & flaking exterior coatings. Ref. 1P2 Cdierdrcyn APr-M L1 Dwg. # 208105. This is a surface condition issue only and does Condition entered directly into CAP per IP-SMM-LI-108. Closed not impact component or system pressure boundary, structural CR Action: Although the piping is normally insulated, the integrity, or design functions. See CR-IP2-2014-01478 for similar exteriors should be prepped and recoated to mitigate further conditions found in 2R21 at the 21 ECU, and see CR-1P2-2014- rusting and generation of debris in the VC. This can be done at a 01596 for the 25 ECU. later date, and does not need to be performed in 2R21. WR#

00333617 was initiated for the work.

During the walkdown of 23 and 24 CRE, the following was Considering the remaining 13 bolts, the bolts are Initial Action: CR Generated - see status column Sobserved:

" *In the 24CRF HEPA outlet compartment, the anchor bolts evaluated for differential pressure and Design connecting the panel to the crane wall has only 13 bolts out of Basis Earthquake. Bolt shear interaction is 0.34 CR Operability Review: No Degraded or Nonconforming 20 holes. 7 bolts are broken inside the hole. By comparison with which is less than 1. Therefore, the condition Condition exists per EN-OP-104. As described by the CR 23CRF, the total number of anchor bolts should be 16. This 3 meets the design basis. originator, civil engineering evaluated the missing bolts for 24 SWELl-055 bolts deficiency was evaluated and the current condition is FCU and determined that there are sufficient fasteners remaining LB-17 structurallyto adequate (24CR) generated restore to and meets original designthecondition.

design criteria. WR is to FCUprovide even structural during a integrity seismic of the panel event. and wire Therefore, 24 screen on 24 FCU remains CR-1P2-2014-01662 Closed

" The wire screen in front of the fan is missing one of the three Condition entered directly into CAP operable. No immediate reportability required per IP-SMM-LI-108.

screws. The weight of the screen is estimated to be less than 10 pounds. The remaining two screws are sufficient to hold the CR Action: WR# 00333563 screen in place during a seismic event.

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Paoe L4 of 8 LICENSING BAI VAUTO L0-7SWCJAWC iDENTIIED IONIED CONDITION ' ".. 0 . .VN RESOLUTION .CR /S*.TATUS

.. . . . .CONCLUSION *. 5." ...

During the walkdown of 118 VAC Instrument Bus 21, the following Initial Action: CR Generated - see status column items are observed:

" Observed red screen door inside the supervisory panel that was CR Operability Review: The issues identified by the author not fully secured. During a seismic event, the door may move have been addressed and no longer pose a challenge. The and strike the sensitive equipment inside the panel. It was affected components required to support entry into Mode 6 are indicated that the door will be placed back into its original operable. There is no immediate reportability iaw IP-SMM-LI-1 08.

SWELl-063 location and secured once the work on a specific component is NIA (IBUS21) done. A minimum of two bolts should be used to restrain the Condition entered directly into CAP CR Action: WR# 00333558 CR-IP2-2014-01660 door. Closed

" Observed a portable light fixture with cord resting on the floor inside the supervisory panel. During a seismic even, the light fixture may move and strike nearby sensitive equipment.

" Observed a broken and bent plastic wireway inside SL compartment of the supervisory panel. This is a housekeeping matter that has no adverse affect on the safety function of the equipment.

Initial Action: CR Generated - see status column CR Operability Review: No degraded or nonconforming condition exists per EN-OP-104 Revision 6 Attachment 9.1 Table

1. The identified condition is that one of several Cabinet nuts is missing, which does not adversely affect the operation of a safety EWEL1-076 During the seismic walkdown of 21EDG Control Panel, a screw relatedisSSC.

there In accordance no seismic with the operability input for concern fromthis Civilscrew Engineering, that is N/A '0O21EDG' conectising nthuppobervpael wto aint'orampeed the is missingant the uppecoer ntu.connecting Condition enteredpanel to into directiy thecotl CAPcabinet' connecting the upper cover panel to the control cabinet becauseisig because CR-1P2-201 3-04549 The

' ' missing nut was observed with the door opened and looking there is no vertical uplift for this EDG building elevation during a Closed seismic event. The screw can still resist the horizontal seismic force. The existing condition is structurally acceptable and therefore does not impact the operability of the EDGs. SMM-LI-108 reporting is not required.

CR Action: WR# 00323933 Initial Action: CR Generated - see status column CR Operability Review: No Degraded or Nonconforming Durng the walkdown and inspection of the cabinets attached to Condition exists per EN-OP-104 rev 6 Attachment 9.1 Table 1. As stated in the condition description, the missing screw for the the 22EDG, one out of three screws was found missing on thecoeon2ED aiprsueggedsntrpeeta SWEl-077 Diesel Air Pressure Gauge mounting (located on the lower right cover on 22 EDG air pressure gauge does not represent a 077 seismic challenge to the mounting or structure of the gauge or CR-IP2-2013-02336 N/A (0022EDG) side of the gauge board cover) when the cover was opened. There Condition entered directly into CAP gauge panel. The remaining two screws are capable of Closed is no past or present operability issue because the other two the reurelodseendrngasesideet remaining screws appear to be tight and have sufficient structural supporting the required loads even during a seismic event.

capacity to restraint the PI dudng a design basis event. Additionally, the described screw has been replaced and the Furthermore thes EDG22 is in AOT. panel is now held in place by three screws. Therefore, this condition does not impact the operability of 22 EDG. 22 EDG remains in an AOT for other maintenance work. Reference LCO tracking 2-TS-13-2051. No immediate reportability required per I I_ I IP-SMM-LI-108.

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-112-00037 Rev. 1 Paae L5 of 8 LICENSING BSIS EVALUATION * " *. . ... ... *

  • LB #> SWCIAWC# IDENTIFIED CONDITION NGCBASISOVLUTO COICNS RESOLUTO CR5 /STATUS CR Action: Get a new screw and fix it now while the EDG is in AOT to maintain the 3 screws mounting configuration. WR#

310832 was initiated for the work.

Initial Action: CR Generated - see status column CR Operability Review:. No degraded or nonconforming condition exists per EN-OP-104 Revision 6 Attachment 9.1 Table

1. The loose light socket does not challenge the function of 23 EDG Lube Oil Heater nor the operability of 23 EDG. 23 EDG is currently out of service for planned maintenance. This is not During an engineering walkdown of 23 EDG, an indicating light immediately reportable per IP-SMM-LI-108.

N/A SWEL1-078 (0023EDG) socket Afloating ini-panel flaigin 23 its EDG Auxiliary respective panel hole.was found unmounted pnlhe.heidctglihisabedCondition The indicating light isand free labeled entered directly into CAP No 6.

rev degraded The lightor for nonconforming condition 23 Lube Oil Heater exists is for per EN-OP-104 indication only and Closed COP2-2013-04158 "Power Available 23 Lube Oil Heater" and is in the right most does not perform any control functions. The "floating" light is position. The socket appears broken and may need mplacement. secured to the back of the panel using a plastic bracket approximately 6" from the socket. During a seismic event the light would be free to move within the socket, but would not come free from the panel, would not impact any equipment which performs a safety-related function and is too light to break free from its bracket. 23 EDG is operable. This is not immediately reportable per IP-SMM-LI-108.

CR Action: WR# 00321339 was initiated for the work.

Initial Action: CR Generated - see status column CR Operability Review:. No degraded or nonconforming condition exists per EN-OP-104. The current anchorage of During walkdown of Instrument Rack 19, the anchorage Calculation 42100-C-002 does not consider a Instrument Rack 19 was evaluated and there were no operability configuration does not match the information shown on drawing reduction factor for cracked concrete. A reduction issues. The drawings need to be updated to match the current SWEL1-082 9321-F-7051. The SOUG SEWS for Rack 19 referred to factor of 0.75 was used to compute a new plant condition of Rack 19. This condition does not make Rack 19 LB-16 (INST RK 19) calculation 42100-C-002 that evaluated the as built condition of interaction ratio. The interaction ratio (with the or the safety related instruments housed in the rack inoperable. CR-P2-2014-01607 Rack 19, consequently the as built condition was analyzed and reduction factor) is 0.637. This is still less tha No immediate reportability required per IP-SMM-LI-108.

there is no operability issue. and the bolts are acceptable. CR Action: Drawing 9321-F-7051 needs to be updated to show the actual configuration in the plant. CA# 2 was initiated for drawing update.

Initial Action: CR Generated - see status column During the walkdown of 118 VAC Instrument Bus 21, the following items are observed: CR Operability Review. The issues identified by the author Observed a cart with equipment and cables near OPS Analog have been addressed and no longer pose a challenge. The N/A AWC-037 Channel No. 1 panel. The cart has four wheels that are not Condition entered directly into CAP affected components required to support entry into Mode 6 are CR-IP2-2014-01660 locked nor have wheel lock mechanism. During a seismic event, operable. There is no immediate reportability jaw IP-SMM-Li-108. Closed the cart may dislodge and strike nearby panels such as supervisory panel. CR Action: WR# 00333558

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Paoe L6 of 8 q , LICENSING BASIS EVALUATION 3/4 S LB # SWC.AWC IDENTIFIED CONDITION CONCLUSION RESOLUTION CR8ISTATUS The 21 FCU Service Water 3" supply and return piping spools Initial Action: CR Generated - see status column CR-lP2-20141478 between the 10" headers and cooling coils are carbon steel and CR Operability Review: No degraded or nonconforming Closed are in poor material condition externally. All have significant condition exists per EN-OP-104. I concur with engineering that surface rusting and loose & flaking exterior coatings. See this is a surface condition issue only and does not impact AWC-042 attached photos. Ref. IP2 Dwg. # 208105. This is a surface component or system pressure boundary, structural integrity, or condition issue N/A only and doesintgriy, resureboudar, srucura not impact component r dsig or system fuctins.design Condition entered directly into CAP functions. Therefore #21 FCU is operable. There is no IP-pressure boundary, structural integrity, or design functions. SMM-LI-108 immediate reportability assodated with this condition.

CR Action: Although the piping is normally insulated, the exteriors should be prepped and recoated to mitigate further rusting and generation of debris in the VC.

Initial Action: CR Generated - see status column CR Operability Review. Engineering has evaluated the During the Fukushima Seismic walkdowns of the areas nearby condition as follows:

FCU 21 and FCU 22, in the VC, Elev. 68', it was observed that ar The unistrut frame structure has one weld broken. As stated in The maximum computed stress is 19,879 psi which the condition report that the balance of the unistrut frame unistrut support part of a frame located between steel Column 12 is 10% above the allowable stress for OBE loading, members are properly supported and component supported from attached pictures of the area. As part of our immediate The is acceptable since the unistrut with the broken the structure have adequate support as assessed in the field. It assessment in 'the field, we observed that the balance of the weld was conservatively assumed to be ineffective is also stated in the condition report description that the support LBiaWnstsutsframent membiers, ae properldsothed baanconder in carrying any loads while there is another structure is seismically sufficient and will not be labeled as a CR-IP2-2014-01250 LB-15 AWC-t42 unistrut frame members are properly supported and considesrng horizontal unistrut connecting it to the adjacent deficiency. This unistrut structure is supported against the Closed frame, consisting mostly of some pipes and tubing, e tbelbe along andthe unistrutwith a multimode factor of 1.5 was used containment outer wall and supporting only small bore tubing and peak response accelerations with piping for the Weld Channel Pressurization System. Based on defidency as not seismically significant, the condition needs to be 0.5% damping. The 0.5% damping is consider very this, the support structure is considered to be performing its assessed and the deficient weld should be repaired as soon as higher low forthepiping and spectral response lower damping value lead to accelerations. design function.

possible to preclude further degradation and restoration to the Therefore, No degraded or nonconforming condition exists per original design condition. EN-OP-104 Revision 7 Attachment 9.1 Table 1. SMM-LI-108 reporting is not required.

CR Action: The unistrut weld was repaired.

Initial Action: CR Generated - see status column CR Operability Review:. N/A N/A AWC-044 Safety Concern U# 2: 68' VC opposite the # 23 FCU motor area, a CR-IP2-2014-01128 section of SS liner sheet metal was found to be peeling away from Closed the wall; we taped the issue back in-place. A possible cut hazard.

CR Action: The taping of this sheet will be easily identifiable.

N/A AWC-0444 Metal liner on 68' between columns 6 and 7 has a corner pulling Condition entered directly into CAP Initial Action: CR Generated - see status column CR-IP2-2014-01023

______ I_away from the wall. ISee resolution column I___________________I________ Closed

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page L7 of 8 LB:***.....:!*!* *"!*i L8fSWCIAWC SIDENTIFIED * "* * ...CONDITION

    • ....*  :*K ~~~~~LICENSING BASIS EVALUATION
..**.!I
*I,...CONCLUSION CONCLUS ION :ii i*ii,!

RSLTO EOUIN . R;SAU CR Operability Review: No Degraded or Nonconforming Condition exists per EN-OP-104. Based on the below input from civil engineering, the identified conditions do not impact the structural integrity of the steel liner or the containment building.

Therefore the vapor containment system remains operable. No immediate reportability required per IP-SMM-LI-108.

During tours of the VC at the start of 2R21, Operations identified an additional area of liner insulation that is degraded on the 68' elevation of the VC behind column 7. This area has been added to WO 308669.

This condition is not an immediate operability issue as the insulation is not structural and their sole design basis function is to protect the liner from hot liquid due to possible high energy line breaks and provide a vapor barrier against possible flooding of the 46' elevation. The identified insulation degradation is minor and represents a very small percentage of the insulation coverage, and, as a result, the identified degradation will not adversely affect the design function of the steel liner.

CR Action: Fix liner. Reference WO# 308669 Initial Action: CR Generated - see status column The 24 FCU (24CRFCC) Service Water 3" supply and return CR Operability Review. No degraded or nonconforming piping spools between the 10" headers and cooling coils are condition exists per EN-OP-104. Based on the evaluation made carbon steel and are in poor material condition externally, based by engineering, this is a surface condition issue only and does on visual inspection after insulation removal. All have significant not impact component or system pressure boundary, structural surface rusting and loose & flaking exterior coatings. Ref. IP2 integrity, or design functions; therefore, this condition does not N/A AWC-045 Dwg. # 208105. This is a surface condition issue only and does ion entered directly into CAP make #24 FCU inoperable. No immediate reportability required CR-IP2-2014-01654 not impact component or system pressure boundary, structural Condit per IP-SMM-LI-108. Closed integrity, or design functions.

CR Action: Although the piping is normally insulated, the Similar conditions have been found in 2R21 at the 21 FCU (CR- exteriors should be prepped and recoated to mitigate further IP2-2014-01478), 23 FCU (CR-IP2-2014-01653), and 25 FCU rusting and generation of debris in the VC. This can be done at a (CR-IP2-2014-01596). later date, and does not need to be performed in 2R21. WR#

00333616 was initiated for the work.

Initial Action: CR Generated - see status column piping spools and3"cooling The 25 FCU Service Water supplycoils and are return carbon steel and CR Operability Review. No degraded or nonconforming between the 10" headers are in poor material condition externally. All have significant condition exists per EN-OP-104. I concur with the evaluation N/A AWC-046 surface rusting and loose & flaking exterior coatings. Ref. IP2 made by engineering that this is a surface condition issue only CR-IP2-2014-01596 Dwg. # 208105. This is a surface condition issue only and does and does not impact component or system pressure boundary, Closed not impact component or system pressure boundary, structural structural integrity, or design functions. This condition does not integrity, or design functions. See CR-IP2-2014-01478 for similar make #25 FCU inoperable. No immediate reportability required conditions found at the 21 FCU in 2R21. per IP-SMM-LI-108.

ATTACHMENT L - DEFERRED WALKDOWNS POTENTIALLY ADVERSE SEISMIC CONDITIONS Engineering Report No. IP-RPT-12-00037 Rev. 1 Pane 18 nf 8v LE# SWC.IAWC # ~ IDENTIFIED CONDITION'. LI ONSI B SIS VLATONESLTO CONCLUS N......... ...... S.L.TO...

CR# ISTATUS CR Action: Although the piping is normally insulated, the exteriors should be prepped and recoated to mitigate further rusting and generation of debris in the VC. This can be done at a later date, and does not need to be performed in 2R21. WR#

00333554 was initiated for the work.

Thneactuai number or boo noles is 28.

Prepared by: Magpie Staub Date: 3/14/14 Reviewed by: Kai Lo ý--I_-- Date: 3/14/14

ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-1 or 5 ATTACHMENT 9.9 LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 3 Licensing Basis (LB) Evaluation Form LB Evaluation No. 15 Originating SWC/AWC AWC-42 Equipment ID No. SWELl-052 Equip. Class 10 Equipment Description Containment Recir Fan 21 Location: Bldg. Vc Floor El. 68' Room, Area Condition A vertical Unistrut channel support for a 3/8" Weld Channel tubing has a cracked weld.

Although the Unistrut top weld is intact, inferring the Unistrut will provide vertical and lateral resistance, conservatively, the support shall be considered totally ineffective. As a result, the support span is changed from 6' to 11'-10" in this evaluation. There are many tubings and pipes on this Strut, but the 3/8" tubing is the most critical by comparison because of its small diameter and wall thickness.

Documents Reviewed Specification 9321-01-248-18 Drawing 9321-F-70.33 Licensing Basis

1. ALTRAN Report 92128-TR-01
2. UFSAR
3. 1955 & 1973 831.1 Power Piping Code Evaluation Sh allowable stress of CS tubing = 15000 psi E modulus of elasticity = 2.79E+07 psi gravitational constant = 386.4

- --design pressure L50 psi Gh peak 0.5% seismic acceleration at VC EL. 68' 1.A2 Gv 1.213 mrm = multi-modal response multiplier 1.5 t = wall thickness = 0.035 In

0) outside diameter = 0.375 in d = inside diameter = D-2t = 0.305 ill

ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-2 or 5 L = tubing span = 142 in 0.75i = 1.0 I = moment of inertia = 0.0491(D4 - d 4] = 0.000546 in" Z = section modulus = 0I0(.5D) = 0.002912 in' w = uniform weight of tubing (N 2 inside) = 0.1271 plf= 0.01059 #/in cons..

fý = natural frequency for fix -fix beam = 4 22.4/(2n)[Elg/wL 1 = 4.11 Hz M= bending moment based on fix-fix end condition =wL'/12 = 17.80 in-lb For dead weight loading:

M,/Z = 6111 psi PD/(4t) = 402 psi PD/(4t) + 0.75i(MJZ) = 6512 psi <Sh = 18750 psi For DBE loading:

20 5 Gr = mrm(Gh 2 + Gv ) = 3.28 Mb = Gr(Ma) = 58.4 in-lb PD/(4t) + 0.75i(Ma+Mb)/Z = 26562 psi < 1.8Sh = 27000 psi For OBE loading Mb = 2/3(DBE Mb) = 38.93 in-lb PD/(4t) + 0.75i(M,+Mb)/Z = 19879 psi > 1.2Sh= 18000 psi There is a 10% overstress for the OBE loading case. The 10% exceedance is acceptable as: (1) unistrut with broken weld was conservatively assumed to be ineffective in carrying any loads, while there is another horizontal Unistrut connecting it to the adjacent Unistrut; (2) the multimode factor of 1.5 is conservative, using the peak of both the vertical and horizontal spectra is conservative, and (4) the 0.5% damping ratio is very low for piping.

Conclusion (8) Condition Meets the Licensing Basis: Z Yes E No Prepared by: Kai Lo Z ,. Date 3-1-2014 Licensing Basis Reviewer Reviewed by: Toi, kolzA e - Date 3-1-2014 Oeer~Rviewer

ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-3 or 5 ATTACHMENT 9.9 LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 3 Licensing Basis (LB) Evaluation Form LB Evaluation No. 16 Originating SWC/AWC SWELl-082 Equipment ID No. INST RK 19 Equip. Class 18 Equipment Description Instrument Rack 19 Location: Bldg. VC Floor El. 68' Room, Area Condition Two anchor bolts has concrete crack 2" and 3" away from the bolt. The calculation for the anchorage does not take into account of the crack reduction factor. The two bolts need to be re-revaluated for the concrete crack.

Documents Reviewed

1. SEWS INST RK 19
2. EQE Calculation 42100-C-002 (INST RK 21)

Licensing Basis

1. Safety factor = 4 for expansion anchor
2. Hilti Report No. 878.3R
3. Linear interaction for combine tension and shear Evaluation Based on the conservative values from Calculation 42100-C-002 T = tension at bolt = 313#

S = shear at bolt = 111#

Interaction = 313/844+111/781 = 0.51 For crack size < 0.02", RCP =0.75 Pall = 844(0.75) = 633#

Accounting for crack, revised interaction ratio = 313/633 + 111/781 0.637 < 1.0. o.k.

Conclusion (8) Condition Meets the Licensing Basis: 0I Yes [1 No Prepared by: Kai Lo .," Date 3/5/2014 Licensing Basis Reviewer Reviewed by: J. Skoniecznvy/ L , Date 3-6-2014 Pe~r F~wewer

ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-4 or 5 ATTACHMENT 9.9 LICENSING BASIS EVALUATION FORMS AND INSTRUCTIONS Sheet 1 of 2 Licensing Basis (LB) Evaluation Form LB Evaluation No. 17 Originating SWC/AWC SWELl -055 Equipment ID No. 24CRF Equip. Class 10 Equipment Description Containment Recirculation Fan 24 Location: Bldg. VC Floor El. 68' Room, Area Condition There are only 13 bolts in 20 holes. Original design condition is 16 bolts. Evaluate the structural adequacy of the remaining 13 bolts.

Documents Reviewed

1. 9321 -F-4026
2. ALTRAN Report NO. 92128-TR-01
3. DG-04, Rev. 1, Fig. 39 Licensing Basis Safety related SSC must be structurally designed to perform its function during and after a design basis earthquake.

Evaluation w = width of panel = 0.83 ft, field measured h height of panel = 15.5:" Ift, field measured

,%p= differential pressure betw. the two compartments = O.4 :psi, (cons. For fan pressure)

N number of anchor bolts = 13-.,

Sa shear capacity of Philips "Red Head" wedge anchor 969. lb for 1.5 emb. (cons.)

d = density for steel .0.283.. pci Gh - peak horizontal seismic acceleration = 0.95 for 2% damping W = total weight of panel = wh(144)(0.75")d 4658 lb, use 5500:

otI Ap loading during normal operation P = force induced by Ap = pwh = 8779.20 lb R = reaction at the crane wall side = Pfh/2(w+h)] = 2686 lb S1 = shear per bolt = R/N = 207 lb For DBE seismic loading R = G.,Wfh/2(w+h)j = 1598 lb

.2 - shear per bolt ý: R/N - 123 Ib S = total ,hear from operating ,p and OBE = S1 t S2 = 330 S/Sa = 0.34 < .1.0, ok.

ATTACHMENT M - DEFERRED WALKDOWNS LICENSING BASIS EVALUATION FORMS Engineering Report No. IP-RPT-12-00037 Rev. 1 Page M-5 or 5 Sheet 2 of 2 Conclusion (8')J Condition Meets the Licensing Basis: Yes ] No Prepared by: Kai Lo Licensing Basis Reviewer 6? Date 3/7/2014 Reviewed by: J. Skonieczn/ J1~.~.-. Date 3-7-2014 F-(erAeviewer

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