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| number = ML13008A034
| number = ML13008A034
| issue date = 10/23/2012
| issue date = 10/23/2012
| title = Beaver Valley Power Station Unit 1, Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Appendix B Seismic Walkdown Checklists (Swcs), Boric Acid Transfer Pump. Pages 91 - 181
| title = Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Appendix B Seismic Walkdown Checklists (Swcs), Boric Acid Transfer Pump. Pages 91 - 181
| author name = Guerra E M, Helffrich A L
| author name = Guerra E, Helffrich A
| author affiliation = Paul C. Rizzo Associates, Inc, ABS Consulting, FirstEnergy Nuclear Operating Co
| author affiliation = Paul C. Rizzo Associates, Inc, ABS Consulting, FirstEnergy Nuclear Operating Co
| addressee name =  
| addressee name =  
Line 13: Line 13:
| document type = Report, Miscellaneous
| document type = Report, Miscellaneous
| page count = 91
| page count = 91
| project =
| stage = Other
}}
}}


=Text=
=Text=
{{#Wiki_filter:L Q Paul C. Rizzo Associates, Inc.ENGINEERS  
{{#Wiki_filter:Sheet 91 of 439 L         Q     Paul C. Rizzo Associates, Inc.
& CONMILTA-IS Seismic Walkdown Checklist (SWC)Sheet 91 of 439 N U Status: W Equipment ID No. CH-P-2A Equipment Description Equip. Class 5. Horizontal Pumps Boric Acid Transfer Pump Location:
ENGINEERS & CONMILTA-IS Seismic Walkdown Checklist (SWC)                                                             Status: W     N      U Equipment ID No.           CH-P-2A             Equip. Class   5. Horizontal Pumps Equipment Description                    Boric Acid Transfer Pump Location: Bldg.           AXLB                 Floor El.     752 Manufacturer, Model, Etc.
Bldg.AXLB Floor El. 752 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage I. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Anchorage I. Is the anchorage configuration verification required (i.e., is the item one             Y Nz of the 50% of SWEL items requiring such verification)?
Only two out of 4 anchors visible (2 are below an insulated box over the pump portion).
Only two out of 4 anchors visible (2 are below an insulatedbox over the pump portion). 2-5/8" anchors identified Y      N      U    N/A
2-5/8" anchors identified
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                         x Y      N      U    N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 3. Is the anchorage free of corrosion that is more than mild surface                         x                        7 oxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y      N      U    N/A
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                 x Y      N      U
Y Nz Y N U N/A x Y N U N/A x 7 Y N U N/A x Y N U N/A I I I I x Y N U x I I I L( Paul C. Rizzo Associates, Inc.Ss W INlk S & ChONkULTA(S Seismic Walkdown Checkdist (SWC)Sheet 92 of 439 Status: W N U Equipment ID No. CH-P-2A Equip. Class 5. Horizontal Pumps Equipment Description Boric Acid Transfer Pump Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 5. Is the anchorage configuration consistent with plant documentation?                           II      I    I N/A x
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage?Nozzles are identified to be well supported 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I Other Adverse Conditions
Y      N      U
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
: 6. Based on the above anchorage evaluations, is the anchorage free of                       x I         I   I potentially adverse seismic conditions?
Y N U x I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 A .;H,/c Adam L. Helffrich Date: 10/1/2012 L Y Paul C. Rizzo Associates, Inc.E-7\'(INEEKS 6& CONSULTAN IS Seismic Walkdown Checklist (SWC)Equipment ID No. CH-P-2A Equ Equipment Description Boric Acid Other supportin Sheet 93 of 439 Status: W N U ip. Class 5. Horizontal Pumps Transfer Pump ig or relevant documents and photos (if any): rne Name: z-ol-I-I-i3jpeg


==
Sheet 92 of 439 LŽ(Ž          Paul C. Rizzo Associates, Inc.
Description:==
INlk Ss W    S & ChONkULTA(S Seismic Walkdown Checkdist (SWC)                                                      Status:    W    N      U Equipment ID No.          CH-P-2A            Equip. Class  5. Horizontal Pumps Equipment Description                 Boric Acid Transfer Pump Interaction Effects Y          N  U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                x Y          N  U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,            x and masonry block walls not likely to collapse onto the equipment?
Y          N  U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                        x Nozzles are identifiedto be well supported Y          N  U
: 10. Based on the above seismic interaction evaluations, is equipment free              x                I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could              Y          N  U adversely affect the safety functions of the equipment?                            x      I    I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                        Date:    10/1/2012 A    .;H,/c Adam L. Helffrich                                      Date:   10/1/2012


Component Plate ID File Name: 2-6 2-l-1-13.jpeg
L Y        Paul C. Rizzo Associates, Inc.
E-7\'(INEEKS 6&CONSULTANIS Sheet 93 of 439 Seismic Walkdown Checklist (SWC)                                                            Status: W N      U Equipment ID No.        CH-P-2A            Equ ip. Class  5. Horizontal Pumps Equipment Description                Boric Acid Transfer Pump Other supportinig or relevant documents and photos (if any):
rne Name: z-ol-I-I-i3jpeg


==
== Description:==
Description:==
Component Plate ID File Name: 2 -6 2 -l-1-13.jpeg


General view of component L C Paul C. Rizzo Associates, Inc.ENCINEELS
== Description:==
& CONSULTA.1 Seismic Walkdown Checklist (SWC)Equipment ID No. CH-P-2A Equ Equipment Description Boric Acid Sheet 94 of 439 Status: (Y)N U ip. Class 5. Horizontal Pumps Transfer Pump rile Name: z- i---li-jpeg
General view of component


==
Sheet 94 of 439 L    C    Paul C. Rizzo Associates, Inc.
Description:==
ENCINEELS& CONSULTA.1 Seismic Walkdown Checklist (SWC)                                                        Status:  (Y) N      U Equipment ID No. CH-P-2A            Equ ip. Class  5. Horizontal Pumps Equipment Description           Boric Acid Transfer Pump rile Name: z-    i---li-jpeg


View of component anchorage configuration L'41r Paul C. Rizzo Associates, Inc.ENGINFERS
== Description:==
& CONWULTANTI S Seismic Walkdown Checklist (SWC)Sheet 95 of 439 N U Status: (Y)Equipment IDNo. CH-TK-IA Equipment Description B Equip. Class 21. Tanks and Heat Exchangers oric Acid Tank Location:
View of component anchorage configuration
Bldg.AXLB Floor El. 752 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage I. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Tank supported on 4 legs. Each leg anchored with 2-1" diam anchor bolts. Thread engagement at one of the anchors is short by -1/2 thread Judged not a concern.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage calculation 52233-C-031 confirms configuration
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y N X_ I_ _Y N U N/A X Y N U N/A X Y N U N/A X Y N U N/A X Y N U xI Paul C. Rizzo Associates, Inc.ENCINE:RS
& CONSULTANTS Seismic Walkdown Checklist (SWC)Sheet 96 of 439 N U Status: (2)Equipment IDNo. CH-TK-1A Equipment Description B Equip. Class 21. Tanks and Heat Exchangers oric Acid Tank Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012
[ IQ Paul C. Rizzo Associates, Inc.ENGINEERS AL Seismic Walkdown Checklist (SWC)Sheet 97 of 439 Status: W N U Equipment ID No. CH-TI Equipment Description
(-IA Equip. Class 21. Tanks and Heat Exchangers Boric Acid Tank Other supporting or relevant documents and photos (if any): File Name: 2-6 1-1-1-14.jpeg


==
L'41r          Paul C. Rizzo Associates, Inc.
Description:==
ENGINFERS& CONWULTANTI S
Sheet 95 of 439 Seismic Walkdown Checklist (SWC)                                                            Status: (Y)  N      U Equipment IDNo.        CH-TK-IA            Equip. Class  21. Tanks and Heat Exchangers Equipment Description               Boric Acid Tank Location: Bldg.        AXLB                Floor El. 752 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y      N I. Is the anchorage configuration verification required (i.e., is the item one              X_ I_ _
of the 50% of SWEL items requiring such verification)?
Tank supportedon 4 legs. Each leg anchoredwith 2-1" diam anchor bolts. Thread engagement at one of the anchors is short by -1/2 thread Judged not a concern.
Y      N    U    N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        X Y      N    U    N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        X oxidation?
Y      N    U    N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                X Y      N    U    N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage calculation52233-C-031 confirms configuration Y      N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        xI potentially adverse seismic conditions?


Component Plate ID riue iName: Z-02-1-J-14.jpeg
Sheet 96 of 439 I*---        Paul C. Rizzo Associates, Inc.
ENCINE:RS & CONSULTANTS Seismic Walkdown Checklist (SWC)                                                      Status:    (2)  N      U Equipment IDNo.          CH-TK-1A          Equip. Class 21. Tanks and Heat Exchangers Equipment Description                Boric Acid Tank Interaction Effects Y        N    U    N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                x Y          N    U    N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,            x and masonry block walls not likely to collapse onto the equipment?
Y          N    U    N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                        x Y          N    U
: 10. Based on the above seismic interaction evaluations, is equipment free              x                  I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could                Y          N    U adversely affect the safety functions of the equipment?                            x      I      I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                      Date:      10/1/2012 Adam L. Helffrich                                    Date:      10/1/2012


==
[      IQ Paul    C. Rizzo ENGINEERS AL Associates, Inc.
Description:==
CONULTA*T*
Sheet 97 of 439 Seismic Walkdown Checklist (SWC)
Status: W N      U Equipment ID No.      CH-TI(-IA          Equip. Class    21. Tanks and Heat Exchangers Equipment Description             Boric Acid Tank Other supporting or relevant documents and photos (if any):
File Name: 2 -6 1-1-1-14.jpeg


General view of component Paul C. Rizzo Associates, Inc.ENGINEES L LuTA2'Ts Seismic Walkdown Checklist (SWC)Equipment ID No. CH-TK-IA Equip. Class 21. Tanks and Heat Exchangers Equipment Description Boric Acid Tank Sheet 98 of 439 Status: Y)N U File Name: 2-63-1-1-14.jpeg
== Description:==
Component Plate ID riue iName: Z-02-1-J-14.jpeg


==
== Description:==
Description:==
General view of component


View of anchorage detail for a typical tank support L Y Paul C. Rizzo Associates, Inc.ENGINEEiRS
Sheet 98 of 439
& CONS TA&%-TS Seismic Walkdown Checklist (SWC)Sheet 99 of 439 N U Status: W Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Location:
*--Q      Paul C. Rizzo Associates, Inc.
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.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.
ENGINEES L CO* LuTA2'Ts Status:     YN       U Seismic Walkdown Checklist (SWC)
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)?
Equipment ID No. CH-TK-IA            Equip. Class   21. Tanks and Heat Exchangers Equipment Description             Boric Acid Tank File Name: 2-63-1-1-14.jpeg
The switchboard is attached to three sill channels at base with six 1/2" diameter bolts.The sill channels are anchored to concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back). Component identified not to be attached to adjacent DC Battery SWGR No. I panel. No essential relays identified in either of the two panels, and therefore judged not a concern.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Both SEWS and calc. 52233-C-014 identify four attachment points for this switchboard The referenced calculation conservatively shows anchor bolt adequacy based on four bolt pattern.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y N X I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I
'IC' Paul C. Rizzo Associates, Inc.ENGINEERS 4, CONMULTAN"M Seismic Walkdown Checklist (SWC)Sheet 100 of 439 N U Status: W Equipment IDNo. DC-SWBDI-1 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Block walls SB-I-II, SB-I-12 and SB-I-13 have been qualifiedper IE 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A X Y N U N/A X Y N U N/A x Y N U X x I I I Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012/ I.'Adam L. Helffrich Date: 10/1/2012 Paul C. Rizzo Associates, Inc.ENGINEERS
&. CONM1~TAX1' Seismic Walkdown Checklist (SWC)Equipment ID No. DC-SWBDI-I Equip. Class Equipment Description 125V DC Bus Sheet 101 of 439 Status: N U 14. Distribution Panels Other supporting or relevant documents and photos (if any): 1ile Name: 2-01-I I-l-I jpeg


== Description:==
== Description:==
View of anchorage detail for a typical tank support
L Y            Paul C. Rizzo Associates, Inc.
ENGINEEiRS
                        & CONS TA&%-TS Sheet 99 of 439 Seismic Walkdown Checklist (SWC)                                                            Status:  W    N      U Equipment IDNo.          DC-SWBDI-I      Equip. Class    14. Distribution Panels Equipment Description                125V DC Bus Location: Bldg.          SRVB            Floor El.      713 Manufacturer, Model, Etc.
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 Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one              X I          I of the 50% of SWEL items requiring such verification)?
The switchboardis attachedto three sill channels at base with six 1/2" diameter bolts.
The sill channels are anchoredto concretefloor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back). Component identified not to be attachedto adjacent DC Battery SWGR No. I panel. No essential relays identified in either of the two panels, and thereforejudged not a concern.
Y        N    U    N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y        N    U    N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x oxidation?
Y        N    U    N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y        N    U    N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard The referenced calculationconservatively shows anchor bolt adequacy basedon four bolt pattern.                                                                  Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x      I    I potentially adverse seismic conditions?


Component Plate ID FIlvile Name: 2-62-1 l-l-2-.jpeg
Sheet 100 of 439
        'IC' Paul C. Rizzo Associates, Inc.
ENGINEERS4, CONMULTAN"M Seismic Walkdown Checklist (SWC)                                                        Status:   W    N        U Equipment IDNo.        DC-SWBDI-1           Equip. Class 14. Distribution Panels Equipment Description                125V DC Bus Interaction Effects Y          N  U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                  X Y          N  U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,              X and masonry block walls not likely to collapse onto the equipment?
Block walls SB-I-II, SB-I-12 andSB-I-13 have been qualifiedperIE 80-11 review.
Y          N  U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                          x Y          N  U
: 10. Based on the above seismic interaction evaluations, is equipment free                x X      I    I    I of potentially adverse seismic interaction effects?
Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could                Y          N  U adversely affect the safety functions of the equipment?                                x      I    I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                          Date:    10/1/2012
                                  /      I.'
Adam L. Helffrich                                        Date:    10/1/2012


==
[*---      Paul C. Rizzo Associates, Inc.                                                              Sheet 101 of 439 ENGINEERS&. CONM1~TAX1' Seismic Walkdown Checklist (SWC)                                                          Status: W* N        U Equipment ID No. DC-SWBDI-I          Equip. Class    14. Distribution Panels Equipment Description              125V DC Bus Other supporting or relevant documents and photos (if any):
Description:==
1ile Name: 2-01-I I-l-I    jpeg


General view of component Sheet 102 of 439 V6 -' Paul C. Rizzo Associates, Inc.ENINEERG & CONSUILTANTS Seismic Walkdown Checklist (SWC) Status: W N Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus U File Name: 2-63-1 1-1-25 .jpeg
== Description:==
Component Plate ID FIl vile Name: 2-62-1 l-l-2-.jpeg


== Description:==
== Description:==
General view of component
Sheet 102 of 439 V6    -' Paul C. Rizzo Associates, Inc.
ENINEERG & CONSUILTANTS Seismic Walkdown Checklist (SWC)                                                    Status: W N        U Equipment IDNo.      DC-SWBDI-I        Equip. Class  14. Distribution Panels Equipment Description            125V DC Bus File Name: 2-63-1 1-1-25 .jpeg


== Description:==
View of channel mounting base File Name: 2-64-1 l-1-25.jpeg
View of channel mounting base File Name: 2-64-1 l-1-25.jpeg


==
== Description:==
Description:==
General view inside component


General view inside component Paul C. Rizzo Associates, Inc.E14GINEERS
L*--      Paul C. Rizzo Associates, Inc.
& CONSWLTAXIS Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Sheet 103 of 439 Status: (2)N U I d File Name: 2-94-1 1-1-25.jpeg
                    & CONSWLTAXIS E14GINEERS Sheet 103 of 439 Seismic Walkdown Checklist (SWC)                                                             Status:  (2)      N        U Equipment IDNo.     DC-SWBDI-I         Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus I       d File Name: 2-94-1 1-1-25.jpeg
 
==
Description:==


== Description:==
Inside view of back of battery braker File Name: 2-95-11-1-25.jpeg
Inside view of back of battery braker File Name: 2-95-11-1-25.jpeg


==
== Description:==
Description:==
 
One 1/2" diam anchor bolt identified at back of breaker.
One 1/2" diam anchor bolt identified at back of breaker.
0 L Q Paul C. Rizzo Associates, Inc.ENGINEIRS
& CONSULTAN1S Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Sheet 104 of 439 Status: W N U File Name: 2-96-11-1-25.jpeg


==
0 Sheet 104 of 439 L      Q Paul C. Rizzo Associates, Inc.
Description:==
ENGINEIRS& CONSULTAN1S Seismic Walkdown Checklist (SWC)                                                            Status: W N        U Equipment IDNo.      DC-SWBDI-I        Equip. Class  14. Distribution Panels Equipment Description             125V DC Bus File Name: 2-96-11-1-25.jpeg


== Description:==
Inside view from back of switch board File Name: 2-97-1 1-1-25.jpeg
Inside view from back of switch board File Name: 2-97-1 1-1-25.jpeg


==
== Description:==
Description:==
2 bolts identified at back of switch board.
 
Sheet 105 of 439 L        Q    Paul C. Rizzo Associates, Inc.
ENGINEEPS& CONNULMANnh Seismic Walkdown Checklist (SWC)                                                            Status:  Y  0        U Equipment ID No.        DC-SWBDI-2        Equip. Class  14. Distribution Panels Equipment Description                125V DC Bus Location: Bldg.        SRVB              Floor El.      713 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one              X.L.I.J_  I of the 50% of SWEL items requiring such verification)?
The switchboardis attached to three sill channels at base with six 1/2" diameter bolts.
The sill channels are anchoredto concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and2 at back).
Y      N  U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        X Y        N  U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        X oxidation?
Y        N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                X Y        N  U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Both SEWS and calc. 52233-C-014 identify four attachmentpointsfor this switchboard. The referencedcalculation conservativelyshows anchor bolt adequacy based on four bolt pattern.                                                                  Y        N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        X II            I potentially adverse seismic conditions?


2 bolts identified at back of switch board.
Sheet 106 of 439 4<- Paul C. Rizzo Associates, Inc.
L Q Paul C. Rizzo Associates, Inc.ENGINEEPS
SNGINE ad ChciNSUtTASC Seismic Walkdown Checklist (SWC)                                                       Status:     Y   8       U Equipment IDNo.         DC-SWBDI-2       Equip. Class 14. Distribution Panels Equipment Description             125V DC Bus Interaction Effects Y          N  U      N/A
& CONNU LMANnh Seismic Walkdown Checklist (SWC)Sheet 105 of 439 0 U Status: Y Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Location:
: 7. Are soft targets free from impact by nearby equipment or structures?                           x There is a potentialfor seismic interactionidentified between switch boardB V-DC-SWBDI-2 andBattery ChargerBV-BAT-CHGJ-2. Condition Report issuedfor this condition (CR 2012-14321).
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Y          N  U      N/A
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)?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x and masonry block walls not likely to collapse onto the equipment?
The switchboard is attached to three sill channels at base with six 1/2" diameter bolts.The sill channels are anchored to concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back).2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Block walls SB-1-6, SB-1-7 andSB-1-8 have been qualifiedperIE 80-11 review.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y          N  U      N/A
Both SEWS and calc. 52233-C-014 identify four attachment points for this switchboard.
: 9. Do attached lines have adequate flexibility to avoid damage?                         x Y          N  U
The referenced calculation conservatively shows anchor bolt adequacy based on four bolt pattern.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free                     I x I of potentially adverse seismic interaction effects?
Y N X.L .I.J_ I Y N U N/A X Y N U N/A X Y N U N/A X Y N U N/A X Y N U X II I 4<- Paul C. Rizzo Associates, Inc.SNGINE ad ChciNSUtTASC Seismic Walkdown Checklist (SWC)Sheet 106 of 439 Status: Y 8 U Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Other Adverse Conditions
There is a potential for seismic interaction identified between switch board B V-DC-SWBDI-2 and Battery Charger BV-BAT-CHGJ-2.
: 11. Have you looked for and found no other seismic conditions that could               Y          N  U adversely affect the safety functions of the equipment?                             x     I     I     I Comments (Additional pages may be added as necessary)
Condition Report issued for this condition (CR 2012-14321).
Evaluated by:           Eddie M. Guerra                                         Date:   10/1/2012 Adam L. Helffrich                                       Date:   10/1/2012 10/1/2012 Adam L. Helffrich                                      Date:
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Block walls SB-1-6, SB-1-7 and SB-1-8 have been qualifiedper IE 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U I I x I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 I2CQ Paul C. Rizzo Associates, Inc.ENGINEERS
& ONMLTAN" Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBD1-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Other supporting or relevant documents and photos (if any): Sheet 107 of 439 Status: Y U File Name: 2-61-6-1-26.jpeg


==
I2CQ Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& ONMLTAN" Sheet 107 of 439 Seismic Walkdown Checklist (SWC)                                                        Status: Y        U Equipment IDNo.      DC-SWBD1-2      Equip. Class    14. Distribution Panels Equipment Description           125V DC Bus Other supporting or relevant documents and photos (if any):
File Name: 2-61-6-1-26.jpeg


== Description:==
Component Plate ID V-ile Name: 2-02 I-2ojpeg
Component Plate ID V-ile Name: 2-02 I-2ojpeg


== Description:==
== Description:==
General view of component


General view of component L[Q Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 108 of 439 L[&#x17d;Q Paul C. Rizzo Associates, Inc.
& COM MLTA&#xfd;rs Sheet 108 of 439 Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Status: Y () U Equipment Description 125V DC Bus& V File Name: 2-64-6-1-26.jpeg
ENGINEERS& COM MLTA&#xfd;rs Seismic Walkdown Checklist (SWC)                                                           Status:    Y        ()        U Equipment IDNo.     DC-SWBDI-2         Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus
 
                                                    &                             V File Name: 2-64-6-1-26.jpeg
==
Description:==


== Description:==
View of flexible lines going though switch board cabinet File Name: 2-73-6-1-26.jpeg
View of flexible lines going though switch board cabinet File Name: 2-73-6-1-26.jpeg


==
== Description:==
Description:==
Inside view from front of component


Inside view from front of component I &#xa2;---- Paul C. Rizzo Associates, Inc.ENG INEMRS & C(OMLTANTS Seismic Walkdown Checklist (SWC)Sheet 109 of 439 Status: Y 0 U Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-94-6-1-26.jpeg
I   &#xa2;----   Paul C. Rizzo Associates, Inc.                                                                         Sheet 109 of 439 ENGINEMRS& C(OMLTANTS Seismic Walkdown Checklist (SWC)                                                           Status:     Y       0         U Equipment IDNo.       DC-SWBDI-2       Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus File Name: 2-94-6-1-26.jpeg
 
==
Description:==


== Description:==
View of anchorage detail from front of component File Name: 2-95-6-1-26.jpeg
View of anchorage detail from front of component File Name: 2-95-6-1-26.jpeg


==
== Description:==
Description:==
General view from inside of battery braker taken from the back M


General view from inside of battery braker taken from the back M I Paul C. Rizzo Associates, Inc.E,(.INE&#xa3;ER.S  
I&#x17d; &#x17d;Paul C. Rizzo Associates, Inc.
& CONSIIXAT$hP Seismic Walkdown Checklist (SWC)Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Sheet 110 of 439 Status: Y U File Name: 2-96-6-1-26.jpeg
E,(.INE&#xa3;ER.S& CONSIIXAT$hP Sheet 110 of 439 Seismic Walkdown Checklist (SWC)                                                               Status:    Y                U Equipment ID No.       DC-SWBDI-2           Equip. Class   14. Distribution Panels Equipment Description                 125V DC Bus File Name: 2-96-6-1-26.jpeg


==
== Description:==
Description:==
One 1/2" diam anchor bolt identified at back of breaker.
rue iName: L-Y/-o-i-zo.Jpeg


One 1/2" diam anchor bolt identified at back of breaker.rue iName: L-Y/-o-i-zo.Jpeg
== Description:==
View of switchboard anchorage taken from back


==
Paul C. Rizzo Associates, Inc.                                                                      Sheet Ill of 439 ENGINEEP-S
Description:==
                    & CON*t &#xfd;LTWM*P Seismic Walkdown Checklist (SWC)
Status:    Y            U Equipment ID No.      DC-SWBDI-2          Equip. Class  14. Distribution Panels Equipment Description               125V DC Bus File Name: 2-98-6-1-26.jpeg


View of switchboard anchorage taken from back Paul C. Rizzo Associates, Inc. Sheet Ill of 439 ENGINEEP-S
== Description:==
&  Seismic Walkdown Checklist (SWC) Status: Y U Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-98-6-1-26.jpeg
General view for inside of switch board taken from back


==
Sheet 112 of 439 X Q        Paul C. Rizzo Associates, Inc.
Description:==
ESs W INEEkS & CONheclTAN(SW Seismic Walkdown Checklist (SWC)                                                            Status:  ()    N        U Equipment IDNo.            DC-SWBDI-3          Equip. Class 14. Distribution Panels Equipment Description                   125V DC Bus 3 Location: Bldg.            SRVB                Floor El. 713 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one          LX I            I of the 50% of SWEL items requiring such verification)?
The switchboardis attachedto three sill channels at base with six 1/2" diameter bolts.
The sill channels are anchoredto concretefloor with six 1/2" diameteranchor bolts (2 atfront, 2 at middle and 2 at back). Component identified not to be attachedto adjacentDC Battery SWGR No.3 panel. No essential relays identifiedtherefore judged not a concern. DC Battery SWGR No.3 Panel identified to be anchoredwith 2-1/2" diam anchorsatfront and 1-1/2" diam anchor at back ofpanel. Typical configurationfor all SWBD's.
Y        N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y        N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard The referenced calculationconservatively shows anchor bolt adequacy based on four bolt pattern.                                                                  Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x      I    I    I potentially adverse seismic conditions?


General view for inside of switch board taken from back X Q Paul C. Rizzo Associates, Inc.ESs W INEEk S & CONheclTAN(SW Seismic Walkdown Checklist (SWC)Sheet 112 of 439 N U Status: ()Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Location:
I        V' Paul C. Rizzo Associates, Inc.
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Sheet 113 of 439 ENGINfERS& COWMITATNVS Seismic Walkdown Checklist (SWC)                                                     Status:     (2)   N       U Equipment IDNo.         DC-SWBDI-3       Equip. Class 14. Distribution Panels Equipment Description               125V DC Bus 3 Interaction Effects Y          N    U      N/A
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)?
: 7. Are soft targets free from impact by nearby equipment or structures?               x                    I          I Y          N    U      N/A
The switchboard is attached to three sill channels at base with six 1/2" diameter bolts.The sill channels are anchored to concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back). Component identified not to be attached to adjacent DC Battery SWGR No.3 panel. No essential relays identified therefore judged not a concern. DC Battery SWGR No. 3 Panel identified to be anchored with 2-1/2" diam anchors at front and 1-1/2" diam anchor at back of panel. Typical configuration for all SWBD's.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x                    I          I and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Block wall SB-i-15 has been qualifiedper IE 80-11 review.
Both SEWS and calc. 52233-C-014 identify four attachment points for this switchboard The referenced calculation conservatively shows anchor bolt adequacy based on four bolt pattern.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y          N    U      N/A
Y N LX I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I I I V' Paul C. Rizzo Associates, Inc.ENGINfERS  
: 9. Do attached lines have adequate flexibility to avoid damage?                       x Y          N    U
& COWM ITATNVS Seismic Walkdown Checklist (SWC)Sheet 113 of 439 Status: (2) N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 10. Based on the above seismic interaction evaluations, is equipment free             x I            I    I of potentially adverse seismic interaction effects?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Other Adverse Conditions
Block wall SB-i-15 has been qualified per IE 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x I I Y N U N/A x I I Y N U N/A x Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could             Y          N    U adversely affect the safety functions of the equipment?                           x       I       I     I Comments (Additional pages may be added as necessary)
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Evaluated by:           Eddie M. Guerra                                         Date:   10/1/2012 Adam L. Helffirich                                     Date:   10/1/2012 10/ 1/20 12 Adam L. Helffrich                                      Date:
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffirich Date: 10/1/2012 Adam L. Helffrich Date: 10/ 1/20 12 Sheet 114 of 439 IXIQ Paul C. Rizzo Associates, Inc.ECINEERS ic CONSULTANiS Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Status: (9)N U Other supporting or relevant documents and photos (if any): File Name: 2-61-1-1-25.jpeg


==
Sheet 114 of 439 IXIQ Paul C. Rizzo Associates, ECINEERS ic CONSULTANiS Inc.
Description:==
Seismic Walkdown Checklist (SWC)                                                            Status: (9) N        U Equipment IDNo.      DC-SWBDI-3          Equip. Class    14. Distribution Panels Equipment Description               125V DC Bus 3 Other supporting or relevant documents and photos (if any):
File Name: 2-61-1-1-25.jpeg


== Description:==
Component Plate ID File Name: 2-62-1-1-25.jpeg
Component Plate ID File Name: 2-62-1-1-25.jpeg


==
== Description:==
Description:==
General view of component


General view of component L Q Paul C. Rizzo Associates, Inc.UNGINEERS  
L       Q Paul C. Rizzo Associates, Inc.
& CONSULTAN'S Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Sheet 115 of 439 Status: W N U File Name: 2-63-1-1-25.jpeg
UNGINEERS& CONSULTAN'S Sheet 115 of 439 Seismic Walkdown Checklist (SWC)                                                           Status:  W        N        U Equipment IDNo. DC-SWBDI-3         Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus 3 File Name: 2-63-1-1-25.jpeg
 
==
Description:==


== Description:==
View of channel mounting base File Name: 2-73-l-l-25.jpeg
View of channel mounting base File Name: 2-73-l-l-25.jpeg


==
== Description:==
Description:==
View of flexible lines going though switch board cabinet


View of flexible lines going though switch board cabinet Q Paul C. Rizzo Associates, Inc.M'ENGINEERlS  
Sheet 116 of 439 Q   Paul C. Rizzo Associates, Inc.
& CONSULTAXIS Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Sheet 116 of 439 Status: (Y)N U riie rName: z-yQ-il-I-.z.jpeg
M'ENGINEERlS
 
                  & CONSULTAXIS Seismic Walkdown Checklist (SWC)                                                       Status:    (Y)      N        U Equipment IDNo. DC-SWBDI-3         Equip. Class   14. Distribution Panels Equipment Description           125V DC Bus 3 riie rName: z-yQ-il-I-.z.jpeg
==
Description:==


== Description:==
General view from inside of component taken from the front File Name: 2-95-1-1-25.jpeg
General view from inside of component taken from the front File Name: 2-95-1-1-25.jpeg


==
== Description:==
Description:==
General view from inside of component taken from the back


General view from inside of component taken from the back L Y Paul C. Rizzo Associates, Inc.ESesi W Nlk S & CONhLiTA(SW Seismic Walkdown Checklist (SWC)Sheet 117 of 439 N U Status: (2)Equipment IDNo. DC-SWBD1-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 File Name: 2-9 6-1-1-2 5jpeg
L   Y     Paul C. Rizzo Associates, Inc.
ESesi Nlk W S & CONhLiTA(SW Sheet 117 of 439 Seismic Walkdown Checklist (SWC)                                                           Status:   (2)     N        U Equipment IDNo.       DC-SWBD1-3       Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus 3 File Name: 2 1 2 5jpeg


== Description:==
== Description:==
General view from inside of braker taken from behind File Name: 2 -9 7 1-25.jpeg


General view from inside of braker taken from behind File Name: 2-9 7-1-1-25.jpeg
== Description:==
One 1/2" diam anchor bolt identified at back of breaker.


==
Sheet 118 of 439 IX-Q        Paul C. Rizzo Associates, Inc.
Description:==
ENGCINEE.RS
: r. CONSULTANIS Seismic Walkdown Checklist (SWC)                                                            Status:    w N        U Equipment IDNo.      DC-SWBDI-3          Equip. Class  14. Distribution Panels Equipment Description               125V DC Bus 3 File Name: 2-98-1-1-25.jpeg


One 1/2" diam anchor bolt identified at back of breaker.
== Description:==
Sheet 118 of 439 IX-Q Paul C. Rizzo Associates, Inc.ENGCINEE.RS
Anchorage detail of braker taken from the front
: r. CONSULTANIS Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Status: w N U File Name: 2-98-1-1-25.jpeg


==
L      ---    Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS & CO,&#xfd;ULTANTS Sheet 119 of 439 Seismic Walkdown Checklist (SWC)                                                            Status:  W1  N        U Equipment IDNo.          DC-SWBDI-4        Equip. Class  14. Distribution Panels Equipment Description                 125V DC Bus 4 Location: Bldg.          SRVB                Floor El. 713 Manufacturer, Model, Etc.
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            Wi N of the 50% of SWEL items requiring such verification)?
The switchboardis attachedto three sill channels at base with six 1/2" diameterbolts.
The sill channels are anchoredto concretefloor with six 1/2" diameter anchorbolts (2 at front, 2 at middle and 2 at back). Component identified to be attachedto adjacent DC Battery SWGR No. 4.                                                                      Y        N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y        N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x      I    I    I          I oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      x I          I    I        I (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard. The referencedcalculationconservatively shows anchor bolt adequacy based on four bolt pattern.                                                                  Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x      I    I potentially adverse seismic conditions?


Anchorage detail of braker taken from the front L --- Paul C. Rizzo Associates, Inc.ENGINEERS
Sheet 120 of 439 LXY&#x17d; Paul C. Rizzo Associates, Inc.
& CO,&#xfd;ULTANTS Seismic Walkdown Checklist (SWC)Sheet 119 of 439 N U Status: W1 Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Location:
ENG&INEERS
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.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.
                      & CUNSULTAN-M Seismic Walkdown Checklist (SWC)                                                       Status:    W    N        U Equipment IDNo.       DC-SWBD1-4         Equip. Class 14. Distribution Panels Equipment Description               125V DC Bus 4 Interaction Effects Y          N    U      N/A
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)?
: 7. Are soft targets free from impact by nearby equipment or structures?                 x Y          N    U      N/A
The switchboard is attached to three sill channels at base with six 1/2" diameter bolts.The sill channels are anchored to concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back). Component identified to be attached to adjacent DC Battery SWGR No. 4.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Block wall SB-1-9 has been qualifiedper 1E 80-11 review.
Both SEWS and calc. 52233-C-014 identifyfour attachment points for this switchboard.
Y          N    U      N/A
The referenced calculation conservatively shows anchor bolt adequacy based on four bolt pattern.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 9. Do attached lines have adequate flexibility to avoid damage?                         x Y          N    U
Wi N Y N U N/A x Y N U N/A x I I I I Y N U N/A x Y N U N/A x I I I I Y N U x I I LXY Paul C. Rizzo Associates, Inc.ENG&INEERS  
: 10. Based on the above seismic interaction evaluations, is equipment free               x of potentially adverse seismic interaction effects?
& CUNSULTAN-M Sheet 120 of 439 Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBD1-4 Equip. Class 14. Distribution Panels Status: W N U Equipment Description 125V DC Bus 4 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Other Adverse Conditions
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 11. Have you looked for and found no other seismic conditions that could               Y          N  U adversely affect the safety functions of the equipment?                             x     I     I     I Comments (Additional pages may be added as necessary)
Block wall SB-1-9 has been qualified per 1E 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x Other Adverse Conditions
Evaluated by:           Eddie M. Guerra                                         Date:   10/1/2012 Adam L. Helffrich                                       Date:   10/1/2012 Adam L. Helffrich                                       Date:   10/1/20 12
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/20 12 I Q Paul C. Rizzo Associates, Inc.ENGINEERS
& CULNMZTAN"S Seismic Walkdown Checklist (SWC)Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Sheet 121 of 439 Status: (2)N U Other supporting or relevant documents and photos (if any): File Name: 2-61-2-1-2-.jpeg


==
I      Q    Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CULNMZTAN"S Sheet 121 of 439 Seismic Walkdown Checklist (SWC)                                                          Status: (2) N        U Equipment IDNo.      DC-SWBDI-4        Equip. Class    14. Distribution Panels Equipment Description             125V DC Bus 4 Other supporting or relevant documents and photos (if any):
File Name: 2-61-2-1-2-.jpeg


Component Plate ID W W File Name: 2-62-2-1-25.jpeg
== Description:==
Component Plate ID W                 W File Name: 2-62-2-1-25.jpeg


==
== Description:==
Description:==
General view of component


General view of component I &#xfd;Q Paul C. Rizzo Associates, Inc.SNGiNEES & CONSULTAN(S Seismic Walkdown Checklist (SWC)Sheet 122 of 439 N U Status: ()Equipment ID No. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 File Name: 2-63-2-1-25.jpeg
Sheet 122 of 439 I       &#xfd;Q Paul C. Rizzo Associates, Inc.
SNGiNEES & CONSULTAN(S Status: () N        U Seismic Walkdown Checklist (SWC)
Equipment ID No. DC-SWBDI-4         Equip. Class   14. Distribution Panels Equipment Description             125V DC Bus 4 File Name: 2-63-2-1-25.jpeg


==
== Description:==
Description:==
View of channel mounting base IFile Name: 2-64-2-1-25.jpeg


View of channel mounting base I File Name: 2-64-2-1-25.jpeg
== Description:==
View of back entry conduit


==
4Paul    C. Rizzo Associates, Inc.                                                              Sheet 123 of 439 ENGINEERS& CONSUTLTANh" Seismic Walkdown Checklist (SWC)
Description:==
Status: W*1 N        U Equipment IDNo.      DC-SWBDI-4        Equip. Class  14. Distribution Panels Equipment Description             125V DC Bus 4 Pile Name: z-/i-L-i-z:).jpeg


View of back entry conduit 4Paul C. Rizzo Associates, Inc.ENGINEERS
== Description:==
& CONSUTLTANh" Seismic Walkdown Checklist (SWC)Sheet 123 of 439 N U Status: Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Pile Name: z-/i-L-i-z:).jpeg
General view of inside of component Pile Name: /--)4-Z-i-/.jpeg


==
== Description:==
Description:==
View of anchorage detail taken from the back


General view of inside of component Pile Name: /--)4-Z-i-/.jpeg
Sheet 124 of 439 I      Q  Paul C. Rizzo Associates, Inc.
ENGINERS & CONSULTANTrS Status: (2) N        U Seismic Walkdown Checklist (SWC)
Equipment ID No. DC-SWBDI-4         Equip. Class  14. Distribution Panels Equipment Description            125V DC Bus 4 File Name: 2-95-2-1-25.jpeg


==
== Description:==
Description:==
View of base detail for braker section


View of anchorage detail taken from the back I Q Paul C. Rizzo Associates, Inc.ENGINERS & CONSULTANTrS Seismic Walkdown Checklist (SWC)Equipment ID No. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Sheet 124 of 439 Status: (2)N U File Name: 2-95-2-1-25.jpeg
L Y            Paul C. Rizzo Associates, Inc.
ENGINEERS& CONSUlTANTS Sheet 125 of 439 Seismic Walkdown Checklist (SWC)                                                           Status: (2)    N        U Equipment ID No.       EE-P-IA              Equip. Class 5. Horizontal Pumps Equipment Description                 Diesel Generator Fuel Oil Transfer Pump Location: Bldg.        DGBX                  Floor El. 735 Manufacturer, Model, Etc.
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 Y      N
: 1. Is the anchorage configuration verification required (i.e., is the item one              X I          I of the 50% of SWEL items requiring such verification)?
Small pump anchoredto concrete pad with 4-1/2" diam anchor bolts with adequate edge distance.
Y      N       U       N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y      N      U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x oxidation?
Y      N      U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Some minor cracks noticed on concrete pad andjudged acceptable.
Y      N      U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage verifiedper document 52233-C'-007 Anchorage Calc Y      N      U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x                  I potentially adverse seismic conditions?


==
Sheet 126 of 439 L )            Paul C. Rizzo Associates, Inc.
Description:==
ENWINEEVS
                      & CONMULTAN"M Seismic Walkdown Checklist (SWC)                                                  Status:    W    N        U Equipment IDNo.          EE-P-1A          Equip. Class  5. Horizontal Pumps Equipment Description             Diesel Generator Fuel Oil Transfer Pump Interaction Effects Y          N  U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?            x Y          N  U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,        x                      771 and masonry block walls not likely to collapse onto the equipment?
Y          N  U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                    x Nozzles are identifiedto be well supported Y          N  U
: 10. Based on the above seismic interaction evaluations, is equipment free          x I          I    I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could            Y          N  U adversely affect the safety functions of the equipment?                        x      I    I    I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                    Date:    10/1/2012 Adam L. Helffrich                                  Date:   10/1/2012


View of base detail for braker section L Y Paul C. Rizzo Associates, Inc.ENGINEERS
I    &#x17d;      Paul C. Rizzo Associates, Inc.
& CONSUlTANTS Seismic Walkdown Checklist (SWC)Sheet 125 of 439 N U Status: (2)Equipment ID No. EE-P-IA Equipment Description Equip. Class 5. Horizontal Pumps Diesel Generator Fuel Oil Transfer Pump Location:
ENG;INEERS& CONSUNLTAN                                                                                                        Sheet 127 of 439 Seismic Walkdown Checklist (SWC)                                                           Status: W N       U Equipment ID No.     EE-P-1A             Equ ip. Class 5. Horizontal Pumps Equipment Description              Diesel Gene rator Fuel Oil Transfer Pump Other supporting or relevant documents and photos (if any):
Bldg.DGBX Floor El. 735 Manufacturer, Model, Etc.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.
File Name: 2-6 I- 1-1 -2u.Jpeg
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)?
Small pump anchored to concrete pad with 4-1/2" diam anchor bolts with adequate edge distance.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Some minor cracks noticed on concrete pad and judged acceptable.
: 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage verified per document 52233-C'-007 Anchorage Calc 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y N X I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I L ) Paul C. Rizzo Associates, Inc.ENWINEEVS
& CONMULTAN"M Seismic Walkdown Checklist (SWC)Sheet 126 of 439 N U Status: W Equipment IDNo. EE-P-1A Equipment Description Equip. Class 5. Horizontal Pumps Diesel Generator Fuel Oil Transfer Pump Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?Nozzles are identified to be well supported 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x 771 Y N U N/A x Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 I  Paul C. Rizzo Associates, Inc.ENG;INEERS&
CONSUNLTAN Seismic Walkdown Checklist (SWC)Equipment ID No. EE-P-1A Equ Equipment Description Diesel Gene Sheet 127 of 439 Status: W N U ip. Class 5. Horizontal Pumps rator Fuel Oil Transfer Pump Other supporting or relevant documents and photos (if any): File Name: 2-6 I- 1-1 -2u.Jpeg


== Description:==
== Description:==
Component Plate ID File Name: 2-62-1-1-20.jpeg


Component Plate ID File Name: 2-62-1-1-20.jpeg
== Description:==
General view of component


==
L      Q Paul C. Rizzo Associates, Inc.
Description:==
EINEIER & CONSULTAYM Sheet 128 of 439 Seismic Walkdown Checklist (SWC)                                                      Status:  (Y) N        U Equipment ID No. EE-P-1A            Equiip. Class 5. Horizontal Pumps Equipment Description           Diesel Gene rator Fuel Oil Transfer Pump File Name: 2-63-1-1-20.jpeg


General view of component L Q Paul C. Rizzo Associates, Inc.EINEIER & CONSULTAYM Seismic Walkdown Checklist (SWC)Equipment ID No. EE-P-1A Equi Equipment Description Diesel Gene Sheet 128 of 439 Status: (Y)N U ip. Class 5. Horizontal Pumps rator Fuel Oil Transfer Pump File Name: 2-63-1-1-20.jpeg
== Description:==
View of component anchroage configuration


==
LX-Q            Paul C. Rizzo Associates, Inc.
Description:==
ENG(INFMS & CONSt TAVNIS Sheet 129 of 439 Seismic Walkdown Checklist (SWC)                                                              Status: W    N        U Equipment ID No.            EE-TK-2)            Equip. Class    21. Tanks and Heat Exchangers Equipment Description                     EE-EG- I Fuel OilI Day Tank Location: Bldg.            DGBX                Floor El.      735 Manufacturer, Model, Etc.
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 Y      N
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
X I        I Tank is mounted on bracedsteelframing (iHSS4x4xI/4). Each offour posts are anchoredwith 4-1" diameteranchor bolts.
Y      N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                          X Y      N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                          X oxidation?
Y      N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                  X Y      N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                        X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage configurationconfirmed by Draving RS-0019Q Y      N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                          xI potentially adverse seismic conditions?


View of component anchroage configuration LX-Q Paul C. Rizzo Associates, Inc.ENG(INF MS & CONSt TAVNIS Seismic Walkdown Checklist (SWC)Sheet 129 of 439 N U Status: W Equipment ID No. EE-TK-2)Equipment Description Equip. Class 21. Tanks and Heat Exchangers EE-EG- I Fuel OilI Day Tank Location:
Sheet 130 of 439 L       Q   Paul C. Rizzo Associates, Inc.
Bldg.DGBX Floor El. 735 Manufacturer, Model, Etc.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.
ENGI*ENES & CONSULTAN*TS Seismic Walkdown Checklist (SWC)                                                       Status:   (W   N       U Equipment ID No.       EE-TK-2A           Equip. Class   21. Tanks and Heat Exchangers Equipment Description               EE-EG-I Fuel Oil Day Tank Interaction Effects Y          N  U      N/A
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)?
: 7. Are soft targets free from impact by nearby equipment or structures?                 x Y          N  U      N/A
Tank is mounted on braced steelframing (iHSS4x4xI/4).
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,             x and masonry block walls not likely to collapse onto the equipment?
Each offour posts are anchored with 4-1" diameter anchor bolts.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y          N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage?                         x Attached piping are rigidly supported Y          N  U
Anchorage configuration confirmed by Draving RS-0019Q 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free               x      I    I    I of potentially adverse seismic interaction effects?
Y N X I I Y N U N/A X Y N U N/A X Y N U N/A X Y N U N/A X Y N U xI L Q Paul C. Rizzo Associates, Inc.
Other Adverse Conditions
&
: 11. Have you looked for and found no other seismic conditions that could                 Y          N  U adversely affect the safety functions of the equipment?                             X I         I     I Comments (Additional pages may be added as necessary)
Seismic Walkdown Checklist (SWC)Sheet 130 of 439 Status: (W N U Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Evaluated by:           Eddie M. Guerra                                       Date:       10/1/2012 Adam L. Helffrich                                     Date:       10/1/2012 10/1/2012 Adam L. Helffrich                                      Date:
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?Attached piping are rigidly supported 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U X I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 C. Rizzo Associates, Inc.ENGINEERS
& CONULTANT" Seismic Walkdown Checklist (SWC)Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank Other supporting or relevant documents and photos (if any): Sheet 131 of 439 Status: (2)N U lile Name: 2-I1-2-1-2u.jpeg


==
Sheet 131 of 439
Description:==
    *QPaul        C. Rizzo Associates, Inc.
ENGINEERS & CONULTANT" Seismic Walkdown Checklist (SWC)                                                          Status: (2) N        U Equipment ID No.      EE-TK-2A          Equip. Class    21. Tanks and Heat Exchangers Equipment Description             EE-EG-I Fuel Oil Day Tank Other supporting or relevant documents and photos (if any):
lile Name: 2-I1-2-1-2u.jpeg


== Description:==
Component Plate ID File Name: 2-62-2-1-20.jpeg
Component Plate ID File Name: 2-62-2-1-20.jpeg


==
== Description:==
Description:==
General view of component


General view of component Sheet 132 of 439 L Q Paul C. Rizzo Associates, Inc.E;INIS COMATTANTS Seismic Walkdown Checklist (SWC)Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank Status: (2)N U File Name: 2-63-2-1-20.jpeg
Sheet 132 of 439 L       Q Paul C. Rizzo Associates, Inc.
E;INIS COMATTANTS Seismic Walkdown Checklist (SWC)                                                     Status: (2) N        U Equipment ID No.     EE-TK-2A         Equip. Class   21. Tanks and Heat Exchangers Equipment Description             EE-EG-I Fuel Oil Day Tank File Name: 2-63-2-1-20.jpeg
 
== Description:==
View of component anchorage


==
I&#x17d;        Paul C. Rizzo Associates, Inc.                                                              Sheet 133 of 439
Description:==
                      & CONM1ThANTS ENGINEEWS Seismic Walkdown Checklist (SWC)                                                            Status:  W  N        U Equipment IDNo.          FCV-ICH-II3A Equip. Class        7. Pneumatic-Operated Valve Equipment Description               Boric Acid to Blender FCV Location: Bldg.        AXLB                Floor El.      722 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y      N
: 1. Is the anchorage configuration verification required (i.e., is the item one                II      x I of the 50% of SWEL items requiring such verification)?
Light weight valve mounted on a 1 1/2" diam line.
Y      N  U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                                              x Y      N  U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                                              x oxidation?
Y      N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                                      X Y        N  U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                            X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y        N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x      _ _T potentially adverse seismic conditions?


View of component anchorage I Paul C. Rizzo Associates, Inc.ENGINEEWS
Sheet 134 of 439
& C ONM1ThANTS Seismic Walkdown Checklist (SWC)Sheet 133 of 439 N U Status: W Equipment IDNo. FCV-ICH-II3A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Location:
[XQ           Paul C. Rizzo Associates, Inc.
Bldg.AXLB Floor El. 722 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
ENGINEES & CONSATTANT.
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)?
Seismic Walkdown Checklist (SWC)                                                       Status:   (2)   N       U Equipment IDNo.         FCV-ICH-113A       Equip. Class   7. Pneumatic-Operated Valve Equipment Description                 Boric Acid to Blender FCV Interaction Effects Y          N    U      N/A
Light weight valve mounted on a 1 1/2" diam line.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 7. Are soft targets free from impact by nearby equipment or structures?                 x Y          N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x and masonry block walls not likely to collapse onto the equipment?
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y          N    U      N/A
Y N II x I Y N U N/A x Y N U N/A x Y N U N/A X Y N U N/A X Y N U x _ _T
: 9. Do attached lines have adequate flexibility to avoid damage?                         x Attached linesfound with adequateflexibility.
[XQ Paul C. Rizzo Associates, Inc.ENGINEES & CONSATTANT.
Y          N    U
Seismic Walkdown Checklist (SWC)Sheet 134 of 439 Status: (2)N U Equipment IDNo. FCV-ICH-113A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 10. Based on the above seismic interaction evaluations, is equipment free               x                  I of potentially adverse seismic interaction effects?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Other Adverse Conditions
: 9. Do attached lines have adequate flexibility to avoid damage?Attached lines found with adequate flexibility.
: 11. Have you looked for and found no other seismic conditions that could               Y          N  U adversely affect the safety functions of the equipment?                             x     I     I     I Comments (Additional pages may be added as necessary)
: 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I Other Adverse Conditions
Evaluated by:           Eddie M. Guerra                                         Date:     10/1/2012 Adam L. Helffrich                                       Date:     10/1/2012 10/1/2012 Adam L. Helffrich                                        Date:
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 LN V Paul C. Rizzo Associates, Inc.IFNGINIEiRS
& L1TA\%TS.Seismic Walkdown Checklist (SWC)Equipment ID No. FCV-ICH-113A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Other supporting or relevant documents and photos (if any): Sheet 135 of 439 Status: (2)N U File Name: 2-61-2-1-12.jpeg


==
LN      V  Paul  C.& Rizzo IFNGINIEiRS Associates, Inc.
Description:==
C*oN', L1TA\%TS.
Sheet 135 of 439 Seismic Walkdown Checklist (SWC)                                                              Status: (2) N        U Equipment ID No.      FCV-ICH-113A          Equip. Class  7. Pneumatic-Operated Valve Equipment Description                 Boric Acid to Blender FCV Other supporting or relevant documents and photos (if any):
File Name: 2-61-2-1-12.jpeg


== Description:==
Component Plate ID File Name: 2-62-2-1-12.jpeg
Component Plate ID File Name: 2-62-2-1-12.jpeg


==
== Description:==
Description:==
General view of component
 
I        Q Paul C. Rizzo Associates, Inc.
ENGSNEi &ChOeMLTAN(S Sheet 136 of 439 Seismic Walkdown Checklist (SWC)                                                            Status:  W  N        U Equipment IDNo.        FCV-IFW-103B Equip. Class        7. Pneumatic-Operated Valve Equipment Description              3B AFW Pump Recirc Control Valve Location: Bldg.        SFGB              Floor El.      735 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Small A 0 V on -3" line well supportedandfound in good condition.
Y        N  U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                                              X Y        N  U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y        N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                                      X Y        N  U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                            X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y        N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        X      F- -T potentially adverse seismic conditions?


General view of component I Q Paul C. Rizzo Associates, Inc.ENGSNEi & ChOeMLTAN(S Seismic Walkdown Checklist (SWC)Sheet 136 of 439 N U Status: W Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Location:
L Y           Paul C. Rizzo Associates, Inc.
Bldg.SFGB Floor El. 735 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
EXCINFLRS&#xfd; CONSULTANMS Sheet 137 of 439 Seismic Walkdown Checklist (SWC)                                                     Status:    W*)  N       U Equipment ID No.         FCV-IFW-103B Equip. Class       7. Pneumatic-Operated Valve Equipment Description               3B AFW Pump Recirc Control Valve Interaction Effects Y          N    U      N/A
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)?
: 7. Are soft targets free from impact by nearby equipment or structures?               x Y          N    U      N/A
Small A 0 V on -3" line well supported and found in good condition.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,         x and masonry block walls not likely to collapse onto the equipment?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y          N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage?                       x      I7I          I          I Y          N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free             x      I      I    I of potentially adverse seismic interaction effects?
Y N Y N U N/A X Y N U N/A Y N U N/A X Y N U N/A X Y N U X F- -T L Y Paul C. Rizzo Associates, Inc.EXCINFLRS  
Other Adverse Conditions
&#xfd; CONSULTANMS Seismic Walkdown Checklist (SWC)Sheet 137 of 439 N U Status: Equipment ID No. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 11. Have you looked for and found no other seismic conditions that could             Y          N    U adversely affect the safety functions of the equipment?                         x       I     I     I Comments (Additional pages may be added as necessary)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Evaluated by:           Eddie M. Guerra                                       Date:   10/1/2012 Adam L. Helffrich                                     Date:   10/1/2012
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x I7I I I Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 I Y Paul C. Rizzo Associates, Inc.ENGINEER, & CONSU  Seismic Walkdown Checklist (SWC)Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Sheet 138 of 439 Status: T N U Other supporting or relevant documents and photos (if any): File Name: 2-61-1-1-50.jpeg


==
Sheet 138 of 439 I    Y    Paul C. Rizzo Associates, Inc.
Description:==
ENGINEER,& CONSULTA*-S Seismic Walkdown Checklist (SWC)                                                          Status: T N        U Equipment IDNo.      FCV-IFW-103B Equip. Class          7. Pneumatic-Operated Valve Equipment Description             3B AFW Pump Recirc Control Valve Other supporting or relevant documents and photos (if any):
File Name: 2-61-1-1-50.jpeg


== Description:==
Component Plate ID File Name: 2-62-1-1-50.jpeg
Component Plate ID File Name: 2-62-1-1-50.jpeg


==
== Description:==
Description:==
General view of component


General view of component I Q Paul C. Rizzo Associates, Inc.ENGINEERS  
I       Q   Paul C. Rizzo Associates, Inc.
& CONSULTAN'h Seismic Walkdown Checklist (SWC)Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Sheet 139 of 439 Status: ()N U File Name: 2-63-1-1-50.jpeg
ENGINEERS & CONSULTAN'h Sheet 139 of 439 Seismic Walkdown Checklist (SWC)                                                       Status: () N        U Equipment IDNo.     FCV-IFW-103B Equip. Class         7. Pneumatic-Operated Valve Equipment Description             3B AFW Pump Recirc Control Valve File Name: 2-63-1-1-50.jpeg


==
== Description:==
Description:==
View of flexible attached lines


View of flexible attached lines L O Paul C. Rizzo Associates, Inc.ENGINERS & CONSULTANTS Seismic Walkdown Checklist (SWC)Sheet 140 of 439 N U Status: (Y)Equipment ID No. FW-59 Equipment Description Equip. Class OD. Other-Check Valve or Manual Valve Common Lube Oil Coolers 3-way Manual Valve Location:
L O           Paul C. Rizzo Associates, Inc.
Bldg.SFGB Floor El. 735 Manufacturer, Model, Etc.Common Lube Oil Coolers Manual Valve 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.
ENGINERS & CONSULTANTS Sheet 140 of 439 Seismic Walkdown Checklist (SWC)                                                           Status:   (Y)   N        U Equipment ID No.         FW-59             Equip. Class OD. Other-Check Valve or Manual Valve Equipment Description                Common Lube Oil Coolers 3-way Manual Valve Location: Bldg.         SFGB             Floor El.     735 Manufacturer, Model, Etc.
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)?
Manual Valve Common Lube Oil Coolers 3-wa*
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 Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one                     I X of the 50% of SWEL items requiring such verification)?
Mounted on a -2 1/2" diam line with adequate support configuration.
Mounted on a -2 1/2" diam line with adequate support configuration.
: 2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 2. Is the anchorage free of bent, broken, missing or loose hardware?
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y        N    U      N/A
Y N I X Y N U N/A Y N U N/A Y N U N/A Y N U N/A I I I I x I Y N U x I I I L Q Paul C. Rizzo Associates, Inc.ENGINEERS  
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
& CO)NSUL TAN-Seismic Walkdown Checklist (SWC)Sheet 141 of 439 N U Status: (2)Equipment ID No. FW-59 Equipment Description Equip. Class OD. Other-Check Valve or Manual Valve Common Lube Oil Coolers 3-way Manual Valve Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Y        N    U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?
Nearby temporary scaffold identified to be well restrained
Y        N    U
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A X Y N U N/A X Y N U N/A X Y N U x --F Other Adverse Conditions II. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
: 5. Is the anchorage configuration consistent with plant documentation?                           II      I    I N/Ax I (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y N U X II Comments (Additional pages may be added as necessary)
Y        N    U
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Q Paul C. Rizzo Ass ENGINEEX-4
: 6. Based on the above anchorage evaluations, is the anchorage free of                       x I          I    I potentially adverse seismic conditions?
& COMU LTAN'rT Seismic Walkdown Checklist Equipment ID No. FW-59 Equipment Description sociates, Inc.Sheet 142 of 439 (SWC) Status: N Equip. Class OD. Other-Check Valve or Manual Valve Common Lube Oil Coolers 3-way Manual Valve U Other supporting or relevant documents and photos (if any): rile Name: 2-oi-s-i-3u.jpeg
 
Sheet 141 of 439 L       Q Paul C. Rizzo Associates, Inc.
ENGINEERS& CO)NSUL TAN-Seismic Walkdown Checklist (SWC)                                                         Status:     (2) N        U Equipment ID No.       FW-59             Equip. Class   OD. Other-Check Valve or Manual Valve Equipment Description                Common Lube Oil Coolers 3-way Manual Valve Interaction Effects Y          N    U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                   X Y          N    U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,               X and masonry block walls not likely to collapse onto the equipment?
Nearby temporary scaffold identified to be well restrained Y          N    U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                           X Y          N    U
: 10. Based on the above seismic interaction evaluations, is equipment free                 x        -  -F of potentially adverse seismic interaction effects?
Other Adverse Conditions II. Have you looked for and found no other seismic conditions that could                   Y          N    U adversely affect the safety functions of the equipment?                                 X     II Comments (Additional pages may be added as necessary)
Evaluated by:           Eddie M. Guerra                                     Date:           10/1/2012 Adam L. Helffrich                                   Date:           10/1/2012


==
Sheet 142 of 439 Q  Paul C. Rizzo Asssociates, Inc.
Description:==
                    & COMU LTAN'rT ENGINEEX-4 Status: 1* N        U Seismic Walkdown Checklist (SWC)
Equipment ID No.      FW-59            Equip. Class    OD. Other-Check Valve or Manual Valve Equipment Description             Common Lube Oil Coolers 3-way Manual Valve Other supporting or relevant documents and photos (if any):
rile Name: 2-oi-s-i-3u.jpeg


== Description:==
Component Plate ID irue Iname: --o-L-a-i-u.jpeg
Component Plate ID irue Iname: --o-L-a-i-u.jpeg


==
== Description:==
Description:==
General view of component
 
Sheet 143 of 439
[      Q      Paul C. Rizzo Associates, Inc.
FNGINEERS& CONSLLTUMNS Seismic Walkdown Checklist (SWC)                                                            Status:  W    N        U Equipment ID No.        FW-P-2            Equip. Class  5. Horizontal Pumps Equipment Description              Turbine Driven Pump Location: Bldg.          SFGB              Floor El. 735 Manufacturer, Model, Etc.
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 Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
XZLI      II Mounted on skid and anchoredwith 8-3/4" diam anchor bolts.
Y      N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                          X Y      N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                          X oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?
Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage verified per drawing 08700-02.040-0005,Rev. E.
Y      N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x      *  &#xfd;-
potentially adverse seismic conditions?


General view of component
Sheet 144 of 439
[ Q Paul C. Rizzo Associates, Inc.FNGINEERS
[       Q     Paul C. Rizzo Associates, Inc.
& CONSLLTUMNS Seismic Walkdown Checklist (SWC)Sheet 143 of 439 N U Status: W Equipment ID No. FW-P-2 Equipment Description Equip. Class 5. Horizontal Pumps Turbine Driven Pump Location:
ENGINEERS& CONSULTAN*T Seismic Walkdown Checklist (SWC)                                                     Status:   W   N        U Equipment ID No.       FW-P-2               Equip. Class 5. Horizontal Pumps Equipment Description                Turbine Driven Pump Interaction Effects Y         N U       N/A
Bldg.SFGB Floor El. 735 Manufacturer, Model, Etc.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.
: 7. Are soft targets free from impact by nearby equipment or structures?               x Y          N  U      N/A
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)?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,         x and masonry block walls not likely to collapse onto the equipment?
Mounted on skid and anchored with 8-3/4" diam anchor bolts.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y          N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage?                       x Attached pie lines are adequately supported Y          N  U
Anchorage verified per drawing 08700-02.040-0005, Rev. E.6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free           x        - -T    I of potentially adverse seismic interaction effects?
Y N X ZLI II Y N U N/A X Y N U N/A X Y N U N/A Y N U N/A X Y N U x * &#xfd;-
Other Adverse Conditions
[ Q Paul C. Rizzo Associates, Inc.ENGINEERS
: 11. Have you looked for and found no other seismic conditions that could             Y          N U adversely affect the safety functions of the equipment?                         X II Comments (Additional pages may be added as necessary)
&
Evaluated by:           Eddie M. Guerra                                       Date:   10/1/2012 Adam L. Helffrich                                     Date:   10/1/2012
Seismic Walkdown Checklist (SWC)Sheet 144 of 439 N U Status: W Equipment ID No. FW-P-2 Equipment Description Equip. Class 5. Horizontal Pumps Turbine Driven Pump Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?Attached pie lines are adequately supported 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x --T I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U X II Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012  
--Paul C. Rizzo Associates, Inc.ENGINEERS
&. CONW LTAN-T Seismic Walkdown Checklist (SWC)Equipment ID No. FW-P-2 Equ Equipment Description Turbine Dri Sheet 145 of 439 Status: (Y)N U ip. Class 5. Horizontal Pumps yen Pump Other supporting or relevant documents and photos (if any): vile Name: 2-6 l--i-.)U.jpeg


==
I*  --*    Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS&. CONW LTAN-T Sheet 145 of 439 Seismic Walkdown Checklist (SWC)                                                          Status: (Y) N        U Equipment ID No.      FW-P-2              Equ ip. Class  5. Horizontal Pumps Equipment Description               Turbine Dri yen Pump Other supporting or relevant documents and photos (if any):
vile Name: 2-6 l--i-.)U.jpeg


== Description:==
Component Plate ID File Name: 2-62-3-1-M).jpeg
Component Plate ID File Name: 2-62-3-1-M).jpeg


==
== Description:==
Description:==
General view of component
 
Sheet 146 of 439 I      Q Paul C. Rizzo Associates, Inc.
ENGIMMS r CONSLLTANnS Seismic Walkdown Checklist (SWC)                                                      Status:  (Y) N        U Equipment ID No. FW-P-2            Equ ip. Class  5. Horizontal Pumps Equipment Description          Turbine Dri yen Pump File Name: 2-64-3-1-50.jpeg


General view of component I Q Paul C. Rizzo Associates, Inc.ENGIMMS r CONSLLTANnS Seismic Walkdown Checklist (SWC)Equipment ID No. FW-P-2 Equ Equipment Description Turbine Dri Sheet 146 of 439 Status: (Y)N U ip. Class 5. Horizontal Pumps yen Pump File Name: 2-64-3-1-50.jpeg
== Description:==
View of component anchorage configuration File Name: 2-73-3-1-50.jpeg


==
== Description:==
Description:==
View of attached pipe lines


View of component anchorage configuration File Name: 2-73-3-1-50.jpeg
LX--&#x17d;          Paul C. Rizzo Associates, Inc.
ENGINEERS& CONSULTAN"TS Sheet 147 of 439 Seismic Walkdown Checklist (SWC)                                                            Status:  W    N        U Equipment ID No.        FW-P-3A            Equip. Class  5. Horizontal Pumps Equipment Description                NO. 3A Motor Driven Auxiliary Feedwater Pump Location: Bldg.          SFGB              Floor El. 735 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one          LX          I    I of the 50% of SWEL items requiring such verification)?
Mounted on skid and anchoredwith 8-3/4" diam anchor bolts.
Y        N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y        N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                      x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage verifled per drawing 02.040-001 lB and 8700-RC-21M. (see also caic.
52233-C-007).
Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x potentially adverse seismic conditions?


==
I2C'Q          Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& COVNULTALrS Sheet 148 of 439 Seismic Walkdown Checklist (SWC)                                                      Status:    W*1  N        U Equipment ID No.        FW-P-3A            Equip. Class  5. Horizontal Pumps Equipment Description                 NO. 3A Motor Driven Auxiliary Feedwater Pump Interaction Effects Y          N    U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                x Y          N    U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,          x I          I    I          I and masonry block walls not likely to collapse onto the equipment?
Y          N    U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                        x                              I Y          N    U
: 10. Based on the above seismic interaction evaluations, is equipment free              x I          I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could              Y          N    U adversely affect the safety functions of the equipment?                            x      I      I    I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                        Date:    10/1/2012 Am  L/
Adam L. Helffrich                                      Date:   10/1/2012


View of attached pipe lines LX-- Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 149 of 439
& CONSULTAN"TS Seismic Walkdown Checklist (SWC)Sheet 147 of 439 N U Status: W Equipment ID No. FW-P-3A Equipment Description Equip. Class 5. Horizontal Pumps NO. 3A Motor Driven Auxiliary Feedwater Pump Location:
  *--       Paul C. Rizzo Associates, Inc.
Bldg.SFGB Floor El. 735 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
ENGINEERS& CO'NM*LTA&%*
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)?
Seismic Walkdown Checklist (SWC)                                                           Status: W N       U Equipment ID No.     FW-P-3A           Equ ip. Class   5. Horizontal Pumps Equipment Description             NO. 3A Moltor Driven Auxiliary Feedwater Pump Other supporting or relevant documents and photos (if any):
Mounted on skid and anchored with 8-3/4" diam anchor bolts.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
File Name: 2-61-4-1-50.jpeg
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Anchorage verifled per drawing 02.040-001 lB and 8700-RC-21M. (see also caic.52233-C-007).
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y N LX I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I2C'Q Paul C. Rizzo Associates, Inc.ENGINEERS
& COVNULTALrS Seismic Walkdown Checklist (SWC)Sheet 148 of 439 N U Status:  Equipment ID No. FW-P-3A Equipment Description Equip. Class 5. Horizontal Pumps NO. 3A Motor Driven Auxiliary Feedwater Pump Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x I I I I Y N U N/A x I Y N U x I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Am L/Adam L. Helffrich Date: 10/1/2012 Paul C. Rizzo Associates, Inc.ENGINEERS
&
Seismic Walkdown Checklist (SWC)Equipment ID No. FW-P-3A Equ Equipment Description NO. 3A Mol Sheet 149 of 439 Status: W N U ip. Class 5. Horizontal Pumps tor Driven Auxiliary Feedwater Pump Other supporting or relevant documents and photos (if any): File Name: 2-61-4-1-50.jpeg


==
== Description:==
Description:==
Component Plate ID File Name: 2 4-1-50.jpeg


Component Plate ID File Name: 2-62-4-1-50.jpeg
== Description:==
General view of component


==
I&#x17d;    Q Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERM
                  & CONSULTANTS Sheet 150 of 439 Seismic Walkdown Checklist (SWC)                                                      Status:  (Y) N        U Equipment ID No. FW-P-3A            Equ ip. Class  5. Horizontal Pumps Equipment Description           NO. 3A Mo tor Driven Auxiliary Feedwater Pumo File Name: 2-63-4-1-50.jpeg


General view of component I Q Paul C. Rizzo Associates, Inc.ENGINEERM
== Description:==
& CONSULTANTS Seismic Walkdown Checklist (SWC)Equipment ID No. FW-P-3A Equ Equipment Description NO. 3A Mo Sheet 150 of 439 Status: (Y)N U ip. Class 5. Horizontal Pumps tor Driven Auxiliary Feedwater Pumo File Name: 2-63-4-1-50.jpeg
View of component anchorage configuration


==
Sheet 151 of 439 I          &#x17d;Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CONIS LTA'Tn Seismic Walkdown Checklist (SWC)                                                            Status: Y)  N        U Equipment ID No.        FW-T-2              Equip. Class 5. Horizontal Pumps Equipment Description                 Aux Feed Pump Steam Terry Turbine Location: Bldg.          SFGB                Floor El. 735 Manufacturer, Model, Etc.
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)?
ZIEX Mounted on same skid as FW-P-2 pump. Skid anchoredwith 8-3/4" diam anchor bolts.
Y      N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                          X Y      N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y      N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                  X Y      N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                            x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y      N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        X potentially adverse seismic conditions?


View of component anchorage configuration I Paul C. Rizzo Associates, Inc.ENGINEERS  
L*Q          Paul C. Rizzo Associates, Inc.
& CONIS LTA'Tn Seismic Walkdown Checklist (SWC)Sheet 151 of 439 N U Status: Y)Equipment ID No. FW-T-2 Equipment Description Equip. Class 5. Horizontal Pumps Aux Feed Pump Steam Terry Turbine Location:
ENGINEERS& CONSULTAnTS Sheet 152 of 439 Seismic Walkdown Checklist (SWC)                                                   Status:    W    N       U Equipment ID No.       FW-T-2               Equip. Class 5. Horizontal Pumps Equipment Description                Aux Feed Pumpm Steam Terryl Turbine Interaction Effects Y         N   U       N/A
Bldg.SFGB Floor El. 735 Manufacturer, Model, Etc.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.
: 7. Are soft targets free from impact by nearby equipment or structures?             x Y          N  U      N/A
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)?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,       x and masonry block walls not likely to collapse onto the equipment?
Mounted on same skid as FW-P-2 pump. Skid anchored with 8-3/4" diam anchor bolts.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Y          N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 9. Do attached lines have adequate flexibility to avoid damage?                     x Y          N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free           x      I    I    I of potentially adverse seismic interaction effects?
ZIEX Y N U N/A X Y N U N/A Y N U N/A X Y N U N/A x Y N U X Paul C. Rizzo Associates, Inc.ENGINEERS
Other Adverse Conditions
& CONSULTAnTS Seismic Walkdown Checklist (SWC)Sheet 152 of 439 N U Status: W Equipment ID No. FW-T-2 Equipment Description Equip. Class 5. Horizontal Pumps Aux Feed Pump Steam Terry Turbine m l Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 11. Have you looked for and found no other seismic conditions that could           Y          N  U adversely affect the safety functions of the equipment?                         x     I     I     I Comments (Additional pages may be added as necessary)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Evaluated by:           Eddie M. Guerra                                     Date:   10/1/2012 Adam L. Helffrich                                   Date:   10/1/2012
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 4r--- Paul C. Rizzo Associates, Inc.ENGINEERS
& CONAIL1/K,%
T5 Seismic Walkdown Checklist (SWC)Equipment ID No. FW-T-2 Equ Equipment Description Aux Feed Pi Sheet 153 of 439 Status: W N U ip. Class 5. Horizontal Pumps ump Steam Terry Turbine Other supporting or relevant documents and photos (if any): rite iqame: z-oI-,-i-aLj.peg


==
Sheet 153 of 439 4r---Paul  C. Rizzo Associates,    Inc.
Description:==
T5 ENGINEERS& CONAIL1/K,%
Seismic Walkdown Checklist (SWC)                                                            Status: W N        U Equipment ID No.      FW-T-2              Equ ip. Class  5. Horizontal Pumps Equipment Description               Aux Feed Piump Steam Terry Turbine Other supporting or relevant documents and photos (if any):
rite iqame: z-oI-,-i-aLj.peg


== Description:==
Component Plate ID r ne iName: L-oL-a-I-3u.jpeg
Component Plate ID r ne iName: L-oL-a-I-3u.jpeg


==
== Description:==
Description:==
General view of component
 
Sheet 154 of 439
            - Paul C. Rizzo Associates, Inc.
                        & CONLStTANTS Eq'*GINEERS Seismic Walkdown Checklist (SWC)                                                            Status:  W    N        U Equipment IDNo.          HCV-ICH-186        Equip. Class  7. Pneumatic-Operated Valve Equipment Description                RCP Seal SUP H-and CONT Location: Bldg.          AXLB              Floor El. 722 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one                      I X of the 50% of SWEL items requiring such verification)?
Valve mounted on well supported 4" diam line. Yoke supportedto wall andpiping is supportedback to same wall.
Y        N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                                          -T xR--I Y        N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                                                x oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?
Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                      7777-x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x I          I      I potentially adverse seismic conditions?


General view of component
L     2       Paul C. Rizzo Associates, Inc.
-Paul C. Rizzo Associates, Inc.
FI';(INER. .&CONSULTANTS Sheet 155 of 439 Seismic Walkdown Checklist (SWC)                                                       Status:     Y)   N       U Equipment ID No.           HCV-ICH-186       Equip. Class 7. Pneumatic-Operated Valve Equipment Description                 RCP Seal SUP Hand CONT Interaction Effects Y          N    U      N/A
& CONLStTANTS Seismic Walkdown Checklist (SWC)Sheet 154 of 439 N U Status: W Equipment IDNo. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP H-and CONT Location:
: 7. Are soft targets free from impact by nearby equipment or structures?                 x Y          N    U      N/A
Bldg.AXLB Floor El. 722 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,             x and masonry block walls not likely to collapse onto the equipment?
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y          N    U      N/A
Valve mounted on well supported 4" diam line. Yoke supported to wall and piping is supported back to same wall.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 9. Do attached lines have adequate flexibility to avoid damage?                         x Y          N    U
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 10. Based on the above seismic interaction evaluations, is equipment free             IX    I        I    I of potentially adverse seismic interaction effects?
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Other Adverse Conditions
Y N I X Y N U N/A-T R--I x Y N U N/A x Y N U N/A Y N U N/A 7777-x Y N U x I I I L 2 Paul C. Rizzo Associates, Inc.FI';(INER.  
: 11. Have you looked for and found no other seismic conditions that could                 Y          N    U adversely affect the safety functions of the equipment?                               x     I     I     I Comments (Additional pages may be added as necessary)
.& CONSULTANTS Seismic Walkdown Checklist (SWC)Sheet 155 of 439 Status: Y) N U Equipment ID No. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP Hand CONT Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Evaluated by:             Eddie M. Guerra                                     Date:     10/1/2012 Adam L. Helffrich                                   Date:     10/1/2012
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U IX I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Sheet 156 of 439 L[Y Paul C. Rizzo Associates, Inc.FNC.INaMS
& COMULTANMh Seismic Walkdown Checklist (SWC)Equipment ID No. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP Hand CONT Other supporting or relevant documents and photos (if any):-~ 9-k fo Status: W N U Dile Name: C-om-o-ntla-tpeD


==
Sheet 156 of 439 L[Y&#x17d;Paul C. Rizzo Associates, Inc.
Description:==
FNC.INaMS & COMULTANMh Seismic Walkdown Checklist (SWC)                                                          Status: W N        U Equipment ID No.      HCV-ICH-186      Equip. Class      7. Pneumatic-Operated Valve Equipment Description             RCP Seal SUP Hand CONT Other supporting or relevant documents and photos (if any):
                                                      -~9-k fo Dile Name: C-om-o-ntla-tpeD


== Description:==
Component Plate ID File Name: 2-62-1-1-12.jpeg
Component Plate ID File Name: 2-62-1-1-12.jpeg


==
== Description:==
Description:==
General view of component


General view of component L 41r Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 157 of 439 L       41r Paul C. Rizzo Associates, Inc.
& CONS UtLANT.Seismic Walkdown Checklist (SWC)Sheet 157 of 439 N U Status: (2)Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Location:
ENGINEERS& CONSUtLANT.
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Seismic Walkdown Checklist (SWC)                                                             Status:   (2)   N        U Equipment ID No.         INV-VITBUSI-I Equip. Class       16. Battery Chargers and Inverters Equipment Description                 Vital Bus I Inverter Location: Bldg.         SRVB                 Floor El. 713 Manufacturer, Model, Etc.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
6-5/8" diam anchors identified for anchorage configuration.
Anchorage Y        N
Adequate separation identified between adjacent panels.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one                 XIY I        I of the 50% of SWEL items requiring such verification)?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
6-5/8" diam anchors identifiedfor anchorageconfiguration.Adequate separation identified between adjacentpanels.
Drawing RE-0038D confirms anchorage configuration. (see also ca/c. 52233-C-I 7).6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y        N    U      N/A
Y N XIY I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x I i I 7 Y N U xI L Q Paul C. Rizzo Associates, Inc.ENGINEERS
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                           x Y        N    U      N/A
& CON LTA"TS Seismic Walkdown Checklist (SWC)Sheet 158 of 439 N U Status: (Y)Equipment ID No. INV-VITBUSi-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 3. Is the anchorage free of corrosion that is more than mild surface                         x oxidation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Y        N    U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?Attached conduits identified with adequate flexibility.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                   x Y        N    U      N/A
: 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I Other Adverse Conditions
: 5. Is the anchorage configuration consistent with plant documentation?                       x      I    i    I      7 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Drawing RE-0038D confirms anchorage configuration.(see also ca/c. 52233-C-I 7).
Y N U x I I Comments (Additional pages may be added as necessary)
Y         N     U
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Paul C. Rizzo Associates, Inc. Sheet 159 of 439 ENCINlERS
: 6. Based on the above anchorage evaluations, is the anchorage free of                         xI potentially adverse seismic conditions?
& CONSULTA"IT, Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Other supporting or relevant documents and photos (if any): File Name: 2-6 1-8-1-25.jpeg


==
Sheet 158 of 439 L        Q Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CON LTA"TS Seismic Walkdown Checklist (SWC)                                                            Status:    (Y)  N        U Equipment ID No.        INV-VITBUSi-I Equip. Class      16. Battery Chargers and Inverters Equipment Description               Vital Bus I Inverter Interaction Effects Y          N    U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                      x Y          N    U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,                  x and masonry block walls not likely to collapse onto the equipment?
Y          N    U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                              x Attached conduits identifiedwith adequateflexibility.
Y          N    U
: 10. Based on the above seismic interaction evaluations, is equipment free                    x                  I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could                      Y          N    U adversely affect the safety functions of the equipment?                                  x      I      I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                        Date:          10/1/2012 Adam L. Helffrich                                      Date:           10/1/2012


Component Plate ID File Name: 2-6 2-8-1-25.jpeg
Paul C. Rizzo Associates, Inc.                                                                    Sheet 159 of 439 ENCINlERS & CONSULTA"IT, Seismic Walkdown Checklist (SWC)
Status: (Y) N        U Equipment ID No.      INV-VITBUSI-I Equip. Class            16. Battery Chargers and Inverters Equipment Description                Vital Bus I Inverter Other supporting or relevant documents and photos (if any):
File Name: 2 -6 1-8 25.jpeg


==
== Description:==
Description:==
Component Plate ID File Name: 2 8-1-25.jpeg


General view of component EMW Sheet 160 of 439 X Q Paul C. Rizzo Associates, Inc.LNOINEERS
== Description:==
& CONSULTAN-n Seismic Walkdown Checklist (SWC)Equipment IDNo. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Status: Y)N U File Name: 2-63-8-1-25.jpeg
General view of component EM


==
Sheet 160 of 439 X Q      Paul C. Rizzo Associates, Inc.
Description:==
LNOINEERS& CONSULTAN-n Seismic Walkdown Checklist (SWC)                                                            Status: Y) N        U Equipment IDNo.      INV-VITBUSI-I Equip. Class          16. Battery Chargers and Inverters Equipment Description             Vital Bus I Inverter File Name: 2-63-8-1-25.jpeg


== Description:==
View of top entry conduits File Name: 2-64-8-1-25.jpeg
View of top entry conduits File Name: 2-64-8-1-25.jpeg


==
== Description:==
Description:==
View of anchorage configuration


View of anchorage configuration
[I---       Paul C. Rizzo Associates, Inc.
[I--- Paul C. Rizzo Associates, Inc.ENGINEERS  
ENGINEERS & COWYLTAN, M Sheet 161 of 439 Seismic Walkdown Checklist (SWC)                                                             Status: (Y) N        U Equipment ID No.       INV-VITBUSI-I Equip. Class         16. Battery Chargers and Inverters Equipment Description               Vital Bus I Inverter File Name: 2-73-8-1-25.jpeg
& COWYLTAN, M Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Sheet 161 of 439 Status: (Y)N U File Name: 2-73-8-1-25.jpeg


==
== Description:==
Description:==
Front view of base anchorage configuration


Front view of base anchorage configuration I Q Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 162 of 439 I       Q     Paul C. Rizzo Associates, Inc.
& CONSULT (Sn W Seismic Walkdown Checklist (SWC)Sheet 162 of 439 N U Status: W Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus III Inverter Location:
ENGINEERS& CONSULT (Sn W Seismic Walkdown Checklist (SWC)                                                             Status: W     N        U Equipment ID No.         INV-VITBUS 1-3 Equip. Class     16. Battery Chargers and Inverters Equipment Description             Vital Bus III Inverter Location: Bldg.         SRVB             Floor El.     713 Manufacturer, Model, Etc.
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Anchorage Y      N
Attached to support base with 6-518"diam machine bolts. Support base anchored to concrete with 8-3/4" anchors. Around 10" separation identified with adjacent panels.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one               X I        I of the 50% of SWEL items requiring such verification)?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Attached to support base with 6-518"diam machine bolts. Support base anchoredto concrete with 8-3/4" anchors.Around 10" separationidentifiedwith adjacentpanels.
Drawing RE-0038B confirms anchorage configuration. (see also calc. 52233-CI-01 7).6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Y      N    U      N/A
Y N X I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x 1-.-% Paul C. Rizzo Associates, Inc.ENGINEERS/
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                         x Y      N      U      N/A
E4k COLTThTS Seismic Walkdown Checklist (SWC)Sheet 163 of 439 N U Status: W Equipment ID No. INV-VITBUS1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus 111 Inverter Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 3. Is the anchorage free of corrosion that is more than mild surface                         x oxidation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Y      N      U      N/A
Block wall SB-I-15 has been qualified per IE 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A X Y N U N/A X Y N U N/A X Y N U x --TI Other Adverse Conditions
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                 x Y      N    U      N/A
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
: 5. Is the anchorage configuration consistent with plant documentation?                       x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y N U X II I Comments (Additional pages may be added as necessary)
Drawing RE-0038B confirms anchorageconfiguration.(see also calc. 52233-CI-01 7).
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012
Y       N     U
[X Q Paul C. Rizzo Associates, Inc.
: 6. Based on the above anchorage evaluations, is the anchorage free of                         x potentially adverse seismic conditions?
& NSULTAN-T Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus II Inverter Other supporting or relevant documents and photos (if any): Sheet 164 of 439 Status: W N U File Name: 2-61-6-1-25.jpeg


==
Sheet 163 of 439 1-.-%          Paul C. Rizzo Associates, Inc.
Description:==
COLTThTS ENGINEERS/ E4k Seismic Walkdown Checklist (SWC)                                                            Status:    W  N        U Equipment ID No.        INV-VITBUS1-3 Equip. Class      16. Battery Chargers and Inverters Equipment Description             Vital Bus 111 Inverter Interaction Effects Y          N  U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                      X Y          N  U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,                  X and masonry block walls not likely to collapse onto the equipment?
Block wall SB-I-15 has been qualifiedper IE 80-11 review.
Y          N  U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                              X Y          N  U
: 10. Based on the above seismic interaction evaluations, is equipment free                    x      - -TI of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could                      Y          N  U adversely affect the safety functions of the equipment?                                  X II              I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                        Date:          10/1/2012 Adam L. Helffrich                                      Date:         10/1/2012


Sheet 164 of 439
[X      Q  Paul C. Rizzo Associates, Inc.
E*4CINEERS&  NSULTAN-T Seismic Walkdown Checklist (SWC)
Status: W N        U Equipment ID No.      INV-VITBUS 1-3 Equip. Class        16. Battery Chargers and Inverters Equipment Description            Vital Bus II Inverter Other supporting or relevant documents and photos (if any):
File Name: 2-61-6-1-25.jpeg
== Description:==
Component Plate ID File Name: 2-62-c-i-2:.jpeg
Component Plate ID File Name: 2-62-c-i-2:.jpeg


==
== Description:==
Description:==
General view of component


General view of component L Q Paul C. Rizzo Associates, Inc.UNGNINEER-S  
L     Q   Paul C. Rizzo Associates, Inc.
&
UNGNINEER-S
Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUSI-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus IlI Inverter Sheet 165 of 439 Status: (Y)N U File Name: 2-63-6-1-25.jpeg
                  & C(ONSULTA*XS Sheet 165 of 439 Seismic Walkdown Checklist (SWC)                                                           Status: (Y) N        U Equipment ID No. INV-VITBUSI-3 Equip. Class           16. Battery Chargers and Inverters Equipment Description             Vital Bus IlI Inverter File Name: 2 6-1-25.jpeg
 
==
Description:==


== Description:==
Front view of base anchorage configuration lIle Name: 2-64-6-1-25.jpeg
Front view of base anchorage configuration lIle Name: 2-64-6-1-25.jpeg


==
== Description:==
Description:==
Close up view of anchorage detail


Close up view of anchorage detail I Q Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 166 of 439 I       Q Paul C. Rizzo Associates, Inc.
& CONSULTAKTM Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus III Inverter Sheet 166 of 439 Status: (2)N U File Name: 2-73-6-1-25.jpeg
ENGINEERS& CONSULTAKTM Seismic Walkdown Checklist (SWC)                                                             Status:  (2) N        U Equipment ID No.     INV-VITBUS 1-3 Equip. Class         16. Battery Chargers and Inverters Equipment Description             Vital Bus III Inverter File Name: 2-73-6-1-25.jpeg


==
== Description:==
Description:==
View of weld detail on channel mounting base File Name: 2-94-6-1-25.jpeg


View of weld detail on channel mounting base File Name: 2-94-6-1-25.jpeg
== Description:==
General view of base configuration


==
D    2        Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS & CONSULTAVI" Sheet 167 of 439 Seismic Walkdown Checklist (SWC)                                                                  Status: Y) N        U Equipment ID No.          INV-VITBUSI-4 Equip. Class          16. Battery Chargers and Inverters Equipment Description                 Vital Bus I'VE Inverter Location: Bldg.          SRVB                Floor El.      713 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage
: 1. Is the anchorage configuration verification required (i.e., is the item one                    I Yx II  N of the 50% of SWEL items requiring such verification)?
Attached to support base with 6-5/8"diam machine bolts. Support base anchoredto concrete with 8-3/4" anchors.Around 10" separationidentifiedwith adjacentpanels.
Y    N  U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                                x Y    N  U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                                x oxidation?
Y    N  U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                        x Y    N  U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                              x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Drawing RE-0038B confirms anchorageconfiguration. (see also caic. 52233-C-017).
Y    N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of                                x potentially adverse seismic conditions?


General view of base configuration D 2 Paul C. Rizzo Associates, Inc.ENGINEERS  
LCND Paul C. Rizzo Associates, Inc.
& CONSULTAVI" Seismic Walkdown Checklist (SWC)Sheet 167 of 439 N U Status: Y)Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Location:
ENGINEERS& COUIJLTANTl Sheet 168 of 439 Seismic Walkdown Checklist (SWC)                                                               Status:   W   N       U Equipment ID No.       INV-VITBUS1-4 Equip. Class           16. Battery Chargers and Inverters Equipment Description               Vital Bus I'VE Inverter Interaction Effects Y          N  U      N/A
Bldg.SRVB Floor El. 713 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
: 7. Are soft targets free from impact by nearby equipment or structures?                         x Y          N  U      N/A
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)?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,                     x and masonry block walls not likely to collapse onto the equipment?
Attached to support base with 6-5/8"diam machine bolts. Support base anchored to concrete with 8-3/4" anchors. Around 10" separation identified with adjacent panels.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
Block wall SB- 1-9 has been qualifiedper IE 80-11 review.
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y          N  U      N/A
Drawing RE-0038B confirms anchorage configuration. (see also caic. 52233-C-017).
: 9. Do attached lines have adequate flexibility to avoid damage?                                 x Y          N  U
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 10. Based on the above seismic interaction evaluations, is equipment free                       x                  I of potentially adverse seismic interaction effects?
Y N I x II Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x LCND Paul C. Rizzo Associates, Inc.ENGINEERS
Other Adverse Conditions
& COUIJLTANTl Seismic Walkdown Checklist (SWC)Sheet 168 of 439 Status: W N U Equipment ID No. INV-VITBUS1-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 11. Have you looked for and found no other seismic conditions that could                         Y          N  U adversely affect the safety functions of the equipment?                                       x     I     I     I Comments (Additional pages may be added as necessary)
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Evaluated by:           Eddie M. Guerra                                           Date:           10/1/2012 Adam L. Helffrich                                         Date:           10/1/2012
Block wall SB- 1-9 has been qualified per IE 80-11 review.9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 LiPaul C. Rizzo Associates, Inc.ENGINEERS&
CONSULT&%h-T Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Other supporting or relevant documents and photos (if any): Sheet 169 of 439 Status: (Y)N U File Name: 2-61-2-1-26.jpeg


==
LiPaul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CONSULT&%h-T Sheet 169 of 439 Seismic Walkdown Checklist (SWC)                                                            Status: (Y) N        U Equipment ID No. INV-VITBUSI-4 Equip. Class          16. Battery Chargers and Inverters Equipment Description             Vital Bus I'VE Inverter Other supporting or relevant documents and photos (if any):
File Name: 2 2-1-26.jpeg


== Description:==
Component Plate ID File Name: 2-62-2-1-26.jpeg
Component Plate ID File Name: 2-62-2-1-26.jpeg


==
== Description:==
Description:==
General view of component


General view of component IX-- Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 170 of 439 IX--       Paul C. Rizzo Associates, Inc.
& CONSULT&NTS Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUS 1-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Sheet 170 of 439 Status: (Y)N U File Name: 2-63-2-1-26.jpeg
ENGINEERS& CONSULT&NTS Seismic Walkdown Checklist (SWC)                                                             Status: (Y) N        U Equipment ID No. INV-VITBUS 1-4 Equip. Class         16. Battery Chargers and Inverters Equipment Description             Vital Bus I'VE Inverter File Name: 2-63-2-1-26.jpeg
 
==
Description:==


== Description:==
View of top entry conduits File Name: 2-64-2-1-26.jpeg
View of top entry conduits File Name: 2-64-2-1-26.jpeg


==
== Description:==
Description:==
Front view of base anchorage configuration


Front view of base anchorage configuration L Y Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 171 of 439 L   Y     Paul C. Rizzo Associates, Inc.
& CONSUET&NTS Seismic Walkdown Checklist (SWC)Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Sheet 171 of 439 Status: (W)N U File Name: 2-73-2-1-26.jpeg
ENGINEERS& CONSUET&NTS Seismic Walkdown Checklist (SWC)                                                             Status:  (W) N        U Equipment ID No.     INV-VITBUSI-4 Equip. Class           16. Battery Chargers and Inverters Equipment Description             Vital Bus I'VE Inverter File Name: 2-73-2-1-26.jpeg


==
== Description:==
Description:==
Close up view of anchorage detail File Name: 2-94-2-1-26.jpeg


Close up view of anchorage detail File Name: 2-94-2-1-26.jpeg
== Description:==
View of weld detail on channel mounting base


==
Sheet 172 of 439 L        Q    Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CONSULTANT5 Seismic Walkdown Checklist (SWC)                                                            Status:  W    N        U Equipment IDNo.          LS-I-EE-201-1    Equip. Class  18. Instrument (on) Racks Equipment Description                 EE-EG-I Day Tank Level (Pump CTRL) Level Switch Location: Bldg.          DGBX              Floor El. 735 Manufacturer, Model, Etc.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Anchorage Y        N
: 1. Is the anchorage configuration verification required (i.e., is the item one          EZ        I xI I of the 50% of SWEL items requiring such verification)?
Rigidly attachedto top of EE-TK-2A lank.
Y        N    U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y        N    U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x                        ::1 oxidation?
Y        N    U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y        N    U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                              x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y        N    U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x            T -
potentially adverse seismic conditions?


View of weld detail on channel mounting base L Q Paul C. Rizzo Associates, Inc.ENGINEERS
Sheet 173 of 439 LCY&#x17d; Paul C. Rizzo Associates, NGINCEILS
& CONSULTANT5 Seismic Walkdown Checklist (SWC)Sheet 172 of 439 N U Status: W Equipment IDNo. LS-I-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Location:
                      &  ONSI LTANtS Inc.
Bldg.DGBX Floor El. 735 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Seismic Walkdown Checklist (SWC)                                                     Status:    W1  N       U Equipment ID No.         LS-I-EE-201-1       Equip. Class 18. Instrument (on) Racks Equipment Description                 EE-EG-I Day Tank Level (Pump CTRL) Level Switch Interaction Effects Y         N   U       N/A
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)?
: 7. Are soft targets free from impact by nearby equipment or structures?               x Y          N  U      N/A
Rigidly attached to top of EE-TK-2A lank.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x and masonry block walls not likely to collapse onto the equipment?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y          N  U      N/A
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 9. Do attached lines have adequate flexibility to avoid damage?                       x Attached linesfound with adequateflexibility.
Y N EZ I xI I Y N U N/A x Y N U N/A x ::1 Y N U N/A x Y N U N/A x Y N U x T -
Y          N  U
LCY Paul C. Rizzo Associates, Inc.NG INCEILS & ONSI LTANtS Seismic Walkdown Checklist (SWC)Sheet 173 of 439 N U Status: W1 Equipment ID No. LS-I-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 10. Based on the above seismic interaction evaluations, is equipment free             x I          I    I of potentially adverse seismic interaction effects?
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could               Y          N  U adversely affect the safety functions of the equipment?                             x     I     I     I Comments (Additional pages may be added as necessary)
: 9. Do attached lines have adequate flexibility to avoid damage?Attached lines found with adequate flexibility.
Evaluated by:           Eddie M. Guerra                                         Date:   10/1/2012 Adam L. Helffrich                                       Date:   10/1/2012 10/1/20 12 Adam L. Helffrich                                      Date:
: 10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I I Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/20 12 DX Paul C. Rizzo Associates, Inc.ENGINEERS
& CONSULTANTS Seismic Walkdown Checklist (SWC)Equipment IDNo. LS-1-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Sheet 174 of 439 Status: W N U Other supporting or relevant documents and photos (if any): rile l"4ame: -o1-.3-I-zvu.jpeg


==
Sheet 174 of 439 DX        Paul C. Rizzo Associates, Inc.
Description:==
ENGINEERS& CONSULTANTS Seismic Walkdown Checklist (SWC)                                                          Status: W N        U Equipment IDNo. LS-1-EE-201-1      Equip. Class      18. Instrument (on) Racks Equipment Description             EE-EG-I Day Tank Level (Pump CTRL) Level Switch Other supporting or relevant documents and photos (if any):
rile l"4ame: -o1-.3-I-zvu.jpeg


== Description:==
Component Plate ID File Name: 2-62-3-1-20.jpeg
Component Plate ID File Name: 2-62-3-1-20.jpeg


==
== Description:==
Description:==
General view of component
 
L          Q Paul C. Rizzo Associates, Inc.
ENGINEERS& CONSULTANT$
Sheet 175 of 439 Seismic Walkdown Checklist (SWC)                                                            Status: (9)    N        U Equipment ID No.          LT-IQS-IOOA      Equip. Class  18. Instrument (on) Racks Equipment Description                  RWST Level Transmitter Location: Bldg.          YARD              Floor El.      735 Manufacturer, Model, Etc.
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 Y      N
: 1. Is the anchorage configuration verification required (i.e., is the item one II    x of the 50% of SWEL items requiring such verification)?
Mounted on short cantilever support (-12") made of HSS 2 1/2" x 3"x 1/4". Support is attachedto concrete wall suroundingthe tank with 4-1/2" diam anchor bolts.
Equipment brackets are welded to the support structure.
Y      N      U      N/A
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                        x Y      N      U      N/A
: 3. Is the anchorage free of corrosion that is more than mild surface                        x oxidation?
Some signs of of rust visible on brackets. Judgednot a concern.
Y      N      U      N/A
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                x Y      N      U      N/A
: 5. Is the anchorage configuration consistent with plant documentation?                                              x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y      N      U
: 6. Based on the above anchorage evaluations, is the anchorage free of                        x T        TI potentially adverse seismic conditions?


General view of component L Q Paul C. Rizzo Associates, Inc.ENGINEERS
Sheet 176 of 439 L*~          Paul C. Rizzo Associates, Inc.
& CONSULTANT$
SNiINElkdw & CONSULTANTS Seismic Walkdown Checklist (SWC)                                                     Status:   (K)   N       U Equipment IDNo.           LT-IQS-100A      Equip. Class 18. Instrument (on) Racks Equipment Description                 RWST Level Transmitter Interaction Effects Y         N   U       N/A
Seismic Walkdown Checklist (SWC)Sheet 175 of 439 Status: (9)N U Equipment ID No. LT-IQS-IOOA Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Location:
: 7. Are soft targets free from impact by nearby equipment or structures?               x      II          I Y          N    U      N/A
Bldg.YARD Floor El. 735 Manufacturer, Model, Etc.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.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,           x and masonry block walls not likely to collapse onto the equipment?
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Y          N    U      N/A
Mounted on short cantilever support (-12") made of HSS 2 1/2" x 3"x 1/4". Support is attached to concrete wall surounding the tank with 4-1/2" diam anchor bolts.Equipment brackets are welded to the support structure.
: 9. Do attached lines have adequate flexibility to avoid damage?                       x Y          N    U
: 2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 10. Based on the above seismic interaction evaluations, is equipment free             x      I      I    I of potentially adverse seismic interaction effects?
Some signs of of rust visible on brackets.
Other Adverse Conditions
Judged not a concern.4. Is the anchorage free of visible cracks in the concrete near the anchors?5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could               Y          N    U adversely affect the safety functions of the equipment?                             x     I     I     I Comments (Additional pages may be added as necessary)
: 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
Evaluated by:             Eddie M. Guerra                                       Date:   10/1/2012
Y N II x Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x T I T Paul C. Rizzo Associates, Inc.SNiINElkdw
                                          /g/
& CONSULTANTS Seismic Walkdown Checklist (SWC)Sheet 176 of 439 N U Status: (K)Equipment IDNo. LT-IQS-100A Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
Adam L. Helifrich                                     Date:   10/1/2012
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
: 9. Do attached lines have adequate flexibility to avoid damage?10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x II I Y N U N/A x Y N U N/A x Y N U x I I I Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Y N U x I I I Comments (Additional pages may be added as necessary)
Evaluated by: Eddie M. Guerra Date: 10/1/2012/g/Adam L. Helifrich Date: 10/1/2012 L V, Paul C. Rizzo Associates, Inc.ENG1NEERM
& CONS' LTA&#xfd;NT Seismic Walkdown Checklist (SWC)Equipment IDNo. LT-IQS-IOOA Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Other supporting or relevant documents and photos (if any): Sheet 177 of 439 Status: W N U File Name: 2-6I-1-1-09.jpeg


==
L      V, Paul C. Rizzo Associates, Inc.                                                            Sheet 177 of 439 ENG1NEERM
Description:==
                  & CONS' LTA&#xfd;NT Seismic Walkdown Checklist (SWC)                                                          Status: W N        U Equipment IDNo.      LT-IQS-IOOA        Equip. Class    18. Instrument (on) Racks Equipment Description             RWST Level Transmitter Other supporting or relevant documents and photos (if any):
File Name: 2-6I-1-1-09.jpeg


== Description:==
Component Plate ID File Name: 2-62-1-1-09.jpeg
Component Plate ID File Name: 2-62-1-1-09.jpeg


==
== Description:==
Description:==
General view of component


General view of component I Q Paul C. Rizzo Associates, Inc.ENGINEERS  
Sheet 178 of 439 I         Q     Paul C. Rizzo Associates, Inc.
& CONSUJLTANTS Seismic Walkdown Checklist (SWC)Sheet 178 of 439 N U Status: (2)Equipment ID No. MCC-I-E1 Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via 1NBKR 8N7 Location:
ENGINEERS& CONSUJLTANTS Seismic Walkdown Checklist (SWC)                                                           Status: (2)       N        U Equipment ID No.         MCC-I-E1         Equip. Class 1. Motor Control Center Equipment Description                 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via 1NBKR 8N7 Location: Bldg.           INTS             Floor El. 705 Manufacturer, Model, Etc.
Bldg.INTS Floor El. 705 Manufacturer, Model, Etc.Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings.
Instructions for Completing Checklist This checklist may be used to document the results of the Seismic Walkdown of an item of equipment on the SWEL. The space below each of the following questions may be used to record the results ofjudgments and findings. Additional space is provided at the end of this checklist for documenting other comments.
Additional space is provided at the end of this checklist for documenting other comments.Anchorage 1. Is the anchorage configuration verification required (i.e., is the item one of the 50% of SWEL items requiring such verification)?
Anchorage Y        N
3 Section MCC, each section's base channel is welded to embed steel with at least an average of 5 1/2" of 1/4" welds.2. Is the anchorage free of bent, broken, missing or loose hardware?3. Is the anchorage free of corrosion that is more than mild surface oxidation?
: 1. Is the anchorage configuration verification required (i.e., is the item one             XIxI      I of the 50% of SWEL items requiring such verification)?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?Portion of concrete cover on the embed steel is exposedbutjudged adequate as the load path of the embed steel does not require this cover to be effective.
3 Section MCC, each section's base channel is welded to embed steel with at least an average of 5 1/2" of 1/4" welds.
: 5. Is the anchorage configuration consistent with plant documentation?(Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
Y        N        U      N/A
Base weld detail in MCC-I-EI verified per Calculation 52233-G-OO Anchorage Calc 6. Based on the above anchorage evaluations, is the anchorage free of potentially adverse seismic conditions?
: 2. Is the anchorage free of bent, broken, missing or loose hardware?                         x Y        N        U      N/A
Y N XIx I I Y N U N/A x Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I  
: 3. Is the anchorage free of corrosion that is more than mild surface                         x oxidation?
[-- Paul C. Rizzo Associates, Inc.ENGIN[ERS
Y        N        U      N/A
& CONMULTATS Seismic Walkdown Checklist (SWC)Sheet 179 of 439 N U Status: (Y)Equipment ID No. MCC-I-EI Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Interaction Effects 7. Are soft targets free from impact by nearby equipment or structures?
: 4. Is the anchorage free of visible cracks in the concrete near the anchors?                 x Portion of concrete cover on the embed steel is exposedbutjudged adequate as the load path of the embed steel does not require this cover to be effective.
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting, and masonry block walls not likely to collapse onto the equipment?
Y        N        U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?Minimal top restraint provided by top entry conduit.10. Based on the above seismic interaction evaluations, is equipment free of potentially adverse seismic interaction effects?Y N U N/A x Y N U N/A x Y N U N/A x Y N U x I I I Other Adverse Conditions
: 5. Is the anchorage configuration consistent with plant documentation?                       x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)
: 11. Have you looked for and found no other seismic conditions that could adversely affect the safety functions of the equipment?
Base weld detail in MCC-I-EI verified per Calculation52233-G-OO Anchorage Calc Y        N        U
Y N U x I I I Comments (Additional pages may be added as necessary)
: 6. Based on the above anchorage evaluations, is the anchorage free of                       x                     I potentially adverse seismic conditions?
Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 LZY Paul C. Rizzo Associates, Inc. Sheet180 ENGINEERS
& CONSULTANT Seismic Walkdown Checklist (SWC) Status:  N U Equipment ID No. MCC-1-El Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Other supporting or relevant documents and photos (if any): Iu.I of 439 File Name: 2-61-1-1-27.jpeg


==
[--          Paul C. Rizzo Associates, Inc.
Description:==
ENGIN[ERS & CONMULTATS Sheet 179 of 439 Seismic Walkdown Checklist (SWC)                                                          Status:    (Y)    N        U Equipment ID No.        MCC-I-EI          Equip. Class  1.Motor Control Center Equipment Description               480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Interaction Effects Y          N      U      N/A
: 7. Are soft targets free from impact by nearby equipment or structures?                    x Y          N      U      N/A
: 8. Are overhead equipment, distribution systems, ceiling tiles and lighting,                x and masonry block walls not likely to collapse onto the equipment?
Y          N      U      N/A
: 9. Do attached lines have adequate flexibility to avoid damage?                            x Minimal top restraintprovided by top entry conduit.
Y          N      U
: 10. Based on the above seismic interaction evaluations, is equipment free                  x I            I      I of potentially adverse seismic interaction effects?
Other Adverse Conditions
: 11. Have you looked for and found no other seismic conditions that could                    Y          N      U adversely affect the safety functions of the equipment?                                  x    I        I      I Comments (Additional pages may be added as necessary)
Evaluated by:            Eddie M. Guerra                                    Date:          10/1/2012 Adam L. Helffrich                                    Date:           10/1/2012


of 439 LZY&#x17d; Paul C. Rizzo Associates, Inc.
ENGINEERS& CONSULTANT Sheet180 Seismic Walkdown Checklist (SWC)                                                          Status:        N      U Equipment ID No.      MCC-1-El          Equip. Class    1. Motor Control Center Equipment Description            480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Other supporting or relevant documents and photos (if any):
Iu.I File Name: 2-61-1-1-27.jpeg
== Description:==
Component Plate ID File Name: 2-62-1-1-27jpeg
Component Plate ID File Name: 2-62-1-1-27jpeg


==
== Description:==
Description:==
General view of component


General view of component Paul C. Rizzo Associates, Inc. Sheet ENGINEERS  
Paul C. Rizzo Associates, Inc.                                                                   Sheet   of 439 ENGINEERS& CONSULTANTr Seismic Walkdown Checklist (SWC)                                                         Status: Y)       N       U Equipment IDNo.     MCC-I-E1           Equip. Class 1. Motor Control Center Equipment Description             480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 File Name: 2-63-1-1-27.jpeg
& CONSULTANTr Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment IDNo. MCC-I-E1 Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 of 439 File Name: 2-63-1-1-27.jpeg
 
==
Description:==


== Description:==
View of spalled concrete at base of MCC File Name: 2-64-1-1-27.jpeg
View of spalled concrete at base of MCC File Name: 2-64-1-1-27.jpeg


==
== Description:==
Description:==
 
View of top entry conduits}}
View of top entry conduits}}

Latest revision as of 17:41, 11 November 2019

Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Appendix B Seismic Walkdown Checklists (Swcs), Boric Acid Transfer Pump. Pages 91 - 181
ML13008A034
Person / Time
Site: Beaver Valley
Issue date: 10/23/2012
From: Guerra E, Helffrich A
Paul C. Rizzo Associates, ABS Consulting, FirstEnergy Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
References
CH-P-2A, L-12-28
Download: ML13008A034 (91)


Text

Sheet 91 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEERS & CONMILTA-IS Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. CH-P-2A Equip. Class 5. Horizontal Pumps Equipment Description Boric Acid Transfer Pump Location: Bldg. AXLB Floor El. 752 Manufacturer, Model, Etc.

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

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

Only two out of 4 anchors visible (2 are below an insulatedbox over the pump portion). 2-5/8" anchors identified Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x 7 oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U
5. Is the anchorage configuration consistent with plant documentation? II I I N/A x

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

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I I potentially adverse seismic conditions?

Sheet 92 of 439 LŽ(Ž Paul C. Rizzo Associates, Inc.

INlk Ss W S & ChONkULTA(S Seismic Walkdown Checkdist (SWC) Status: W N U Equipment ID No. CH-P-2A Equip. Class 5. Horizontal Pumps Equipment Description Boric Acid Transfer Pump Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Nozzles are identifiedto be well supported Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 A .;H,/c Adam L. Helffrich Date: 10/1/2012

L Y Paul C. Rizzo Associates, Inc.

E-7\'(INEEKS 6&CONSULTANIS Sheet 93 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. CH-P-2A Equ ip. Class 5. Horizontal Pumps Equipment Description Boric Acid Transfer Pump Other supportinig or relevant documents and photos (if any):

rne Name: z-ol-I-I-i3jpeg

Description:

Component Plate ID File Name: 2 -6 2 -l-1-13.jpeg

Description:

General view of component

Sheet 94 of 439 L C Paul C. Rizzo Associates, Inc.

ENCINEELS& CONSULTA.1 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. CH-P-2A Equ ip. Class 5. Horizontal Pumps Equipment Description Boric Acid Transfer Pump rile Name: z- i---li-jpeg

Description:

View of component anchorage configuration

L'41r Paul C. Rizzo Associates, Inc.

ENGINFERS& CONWULTANTI S

Sheet 95 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment IDNo. CH-TK-IA Equip. Class 21. Tanks and Heat Exchangers Equipment Description Boric Acid Tank Location: Bldg. AXLB Floor El. 752 Manufacturer, Model, Etc.

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

Anchorage Y N I. Is the anchorage configuration verification required (i.e., is the item one X_ I_ _

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

Tank supportedon 4 legs. Each leg anchoredwith 2-1" diam anchor bolts. Thread engagement at one of the anchors is short by -1/2 thread Judged not a concern.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface X oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage calculation52233-C-031 confirms configuration Y N U

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

Sheet 96 of 439 I*--- Paul C. Rizzo Associates, Inc.

ENCINE:RS & CONSULTANTS Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. CH-TK-1A Equip. Class 21. Tanks and Heat Exchangers Equipment Description Boric Acid Tank Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

[ IQ Paul C. Rizzo ENGINEERS AL Associates, Inc.

CONULTA*T*

Sheet 97 of 439 Seismic Walkdown Checklist (SWC)

Status: W N U Equipment ID No. CH-TI(-IA Equip. Class 21. Tanks and Heat Exchangers Equipment Description Boric Acid Tank Other supporting or relevant documents and photos (if any):

File Name: 2 -6 1-1-1-14.jpeg

Description:

Component Plate ID riue iName: Z-02-1-J-14.jpeg

Description:

General view of component

Sheet 98 of 439

  • --Q Paul C. Rizzo Associates, Inc.

ENGINEES L CO* LuTA2'Ts Status: Y) N U Seismic Walkdown Checklist (SWC)

Equipment ID No. CH-TK-IA Equip. Class 21. Tanks and Heat Exchangers Equipment Description Boric Acid Tank File Name: 2-63-1-1-14.jpeg

Description:

View of anchorage detail for a typical tank support

L Y Paul C. Rizzo Associates, Inc.

ENGINEEiRS

& CONS TA&%-TS Sheet 99 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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 Y N

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

The switchboardis attachedto three sill channels at base with six 1/2" diameter bolts.

The sill channels are anchoredto concretefloor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and 2 at back). Component identified not to be attachedto adjacent DC Battery SWGR No. I panel. No essential relays identified in either of the two panels, and thereforejudged not a concern.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard The referenced calculationconservatively shows anchor bolt adequacy basedon four bolt pattern. Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I potentially adverse seismic conditions?

Sheet 100 of 439

'IC' Paul C. Rizzo Associates, Inc.

ENGINEERS4, CONMULTAN"M Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBDI-1 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? X Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, X and masonry block walls not likely to collapse onto the equipment?

Block walls SB-I-II, SB-I-12 andSB-I-13 have been qualifiedperIE 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x X I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012

/ I.'

Adam L. Helffrich Date: 10/1/2012

[*--- Paul C. Rizzo Associates, Inc. Sheet 101 of 439 ENGINEERS&. CONM1~TAX1' Seismic Walkdown Checklist (SWC) Status: W* N U Equipment ID No. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Other supporting or relevant documents and photos (if any):

1ile Name: 2-01-I I-l-I jpeg

Description:

Component Plate ID FIl vile Name: 2-62-1 l-l-2-.jpeg

Description:

General view of component

Sheet 102 of 439 V6 -' Paul C. Rizzo Associates, Inc.

ENINEERG & CONSUILTANTS Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-63-1 1-1-25 .jpeg

Description:

View of channel mounting base File Name: 2-64-1 l-1-25.jpeg

Description:

General view inside component

L*-- Paul C. Rizzo Associates, Inc.

& CONSWLTAXIS E14GINEERS Sheet 103 of 439 Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus I d File Name: 2-94-1 1-1-25.jpeg

Description:

Inside view of back of battery braker File Name: 2-95-11-1-25.jpeg

Description:

One 1/2" diam anchor bolt identified at back of breaker.

0 Sheet 104 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEIRS& CONSULTAN1S Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBDI-I Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-96-11-1-25.jpeg

Description:

Inside view from back of switch board File Name: 2-97-1 1-1-25.jpeg

Description:

2 bolts identified at back of switch board.

Sheet 105 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEEPS& CONNULMANnh Seismic Walkdown Checklist (SWC) Status: Y 0 U Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

Anchorage Y N

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

The switchboardis attached to three sill channels at base with six 1/2" diameter bolts.

The sill channels are anchoredto concrete floor with six 1/2" diameter anchor bolts (2 at front, 2 at middle and2 at back).

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface X oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Both SEWS and calc. 52233-C-014 identify four attachmentpointsfor this switchboard. The referencedcalculation conservativelyshows anchor bolt adequacy based on four bolt pattern. Y N U

6. Based on the above anchorage evaluations, is the anchorage free of X II I potentially adverse seismic conditions?

Sheet 106 of 439 4<- Paul C. Rizzo Associates, Inc.

SNGINE ad ChciNSUtTASC Seismic Walkdown Checklist (SWC) Status: Y 8 U Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x There is a potentialfor seismic interactionidentified between switch boardB V-DC-SWBDI-2 andBattery ChargerBV-BAT-CHGJ-2. Condition Report issuedfor this condition (CR 2012-14321).

Y N U N/A

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

Block walls SB-1-6, SB-1-7 andSB-1-8 have been qualifiedperIE 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free I x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 10/1/2012 Adam L. Helffrich Date:

I2CQ Paul C. Rizzo Associates, Inc.

ENGINEERS& ONMLTAN" Sheet 107 of 439 Seismic Walkdown Checklist (SWC) Status: Y U Equipment IDNo. DC-SWBD1-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus Other supporting or relevant documents and photos (if any):

File Name: 2-61-6-1-26.jpeg

Description:

Component Plate ID V-ile Name: 2-02 I-2ojpeg

Description:

General view of component

Sheet 108 of 439 L[ŽQ Paul C. Rizzo Associates, Inc.

ENGINEERS& COM MLTAýrs Seismic Walkdown Checklist (SWC) Status: Y () U Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus

& V File Name: 2-64-6-1-26.jpeg

Description:

View of flexible lines going though switch board cabinet File Name: 2-73-6-1-26.jpeg

Description:

Inside view from front of component

I ¢---- Paul C. Rizzo Associates, Inc. Sheet 109 of 439 ENGINEMRS& C(OMLTANTS Seismic Walkdown Checklist (SWC) Status: Y 0 U Equipment IDNo. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-94-6-1-26.jpeg

Description:

View of anchorage detail from front of component File Name: 2-95-6-1-26.jpeg

Description:

General view from inside of battery braker taken from the back M

IŽ ŽPaul C. Rizzo Associates, Inc.

E,(.INE£ER.S& CONSIIXAT$hP Sheet 110 of 439 Seismic Walkdown Checklist (SWC) Status: Y U Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-96-6-1-26.jpeg

Description:

One 1/2" diam anchor bolt identified at back of breaker.

rue iName: L-Y/-o-i-zo.Jpeg

Description:

View of switchboard anchorage taken from back

Paul C. Rizzo Associates, Inc. Sheet Ill of 439 ENGINEEP-S

& CON*t ýLTWM*P Seismic Walkdown Checklist (SWC)

Status: Y U Equipment ID No. DC-SWBDI-2 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus File Name: 2-98-6-1-26.jpeg

Description:

General view for inside of switch board taken from back

Sheet 112 of 439 X Q Paul C. Rizzo Associates, Inc.

ESs W INEEkS & CONheclTAN(SW Seismic Walkdown Checklist (SWC) Status: () N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

Anchorage Y N

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

The switchboardis attachedto three sill channels at base with six 1/2" diameter bolts.

The sill channels are anchoredto concretefloor with six 1/2" diameteranchor bolts (2 atfront, 2 at middle and 2 at back). Component identified not to be attachedto adjacentDC Battery SWGR No.3 panel. No essential relays identifiedtherefore judged not a concern. DC Battery SWGR No.3 Panel identified to be anchoredwith 2-1/2" diam anchorsatfront and 1-1/2" diam anchor at back ofpanel. Typical configurationfor all SWBD's.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard The referenced calculationconservatively shows anchor bolt adequacy based on four bolt pattern. Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I I potentially adverse seismic conditions?

I V' Paul C. Rizzo Associates, Inc.

Sheet 113 of 439 ENGINfERS& COWMITATNVS Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x I I Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x I I and masonry block walls not likely to collapse onto the equipment?

Block wall SB-i-15 has been qualifiedper IE 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffirich Date: 10/1/2012 10/ 1/20 12 Adam L. Helffrich Date:

Sheet 114 of 439 IXIQ Paul C. Rizzo Associates, ECINEERS ic CONSULTANiS Inc.

Seismic Walkdown Checklist (SWC) Status: (9) N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 Other supporting or relevant documents and photos (if any):

File Name: 2-61-1-1-25.jpeg

Description:

Component Plate ID File Name: 2-62-1-1-25.jpeg

Description:

General view of component

L Q Paul C. Rizzo Associates, Inc.

UNGINEERS& CONSULTAN'S Sheet 115 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 File Name: 2-63-1-1-25.jpeg

Description:

View of channel mounting base File Name: 2-73-l-l-25.jpeg

Description:

View of flexible lines going though switch board cabinet

Sheet 116 of 439 Q Paul C. Rizzo Associates, Inc.

M'ENGINEERlS

& CONSULTAXIS Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 riie rName: z-yQ-il-I-.z.jpeg

Description:

General view from inside of component taken from the front File Name: 2-95-1-1-25.jpeg

Description:

General view from inside of component taken from the back

L Y Paul C. Rizzo Associates, Inc.

ESesi Nlk W S & CONhLiTA(SW Sheet 117 of 439 Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. DC-SWBD1-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 File Name: 2 1 2 5jpeg

Description:

General view from inside of braker taken from behind File Name: 2 -9 7 1-25.jpeg

Description:

One 1/2" diam anchor bolt identified at back of breaker.

Sheet 118 of 439 IX-Q Paul C. Rizzo Associates, Inc.

ENGCINEE.RS

r. CONSULTANIS Seismic Walkdown Checklist (SWC) Status: w N U Equipment IDNo. DC-SWBDI-3 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 3 File Name: 2-98-1-1-25.jpeg

Description:

Anchorage detail of braker taken from the front

L --- Paul C. Rizzo Associates, Inc.

ENGINEERS & CO,ýULTANTS Sheet 119 of 439 Seismic Walkdown Checklist (SWC) Status: W1 N U Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

The switchboardis attachedto three sill channels at base with six 1/2" diameterbolts.

The sill channels are anchoredto concretefloor with six 1/2" diameter anchorbolts (2 at front, 2 at middle and 2 at back). Component identified to be attachedto adjacent DC Battery SWGR No. 4. Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x I I I I oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x I I I I (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Both SEWS and calc. 52233-C-014 identifyfour attachmentpointsfor this switchboard. The referencedcalculationconservatively shows anchor bolt adequacy based on four bolt pattern. Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I potentially adverse seismic conditions?

Sheet 120 of 439 LXYŽ Paul C. Rizzo Associates, Inc.

ENG&INEERS

& CUNSULTAN-M Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. DC-SWBD1-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Block wall SB-1-9 has been qualifiedper 1E 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 Adam L. Helffrich Date: 10/1/20 12

I Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CULNMZTAN"S Sheet 121 of 439 Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Other supporting or relevant documents and photos (if any):

File Name: 2-61-2-1-2-.jpeg

Description:

Component Plate ID W W File Name: 2-62-2-1-25.jpeg

Description:

General view of component

Sheet 122 of 439 I ýQ Paul C. Rizzo Associates, Inc.

SNGiNEES & CONSULTAN(S Status: () N U Seismic Walkdown Checklist (SWC)

Equipment ID No. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 File Name: 2-63-2-1-25.jpeg

Description:

View of channel mounting base IFile Name: 2-64-2-1-25.jpeg

Description:

View of back entry conduit

4Paul C. Rizzo Associates, Inc. Sheet 123 of 439 ENGINEERS& CONSUTLTANh" Seismic Walkdown Checklist (SWC)

Status: W*1 N U Equipment IDNo. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 Pile Name: z-/i-L-i-z:).jpeg

Description:

General view of inside of component Pile Name: /--)4-Z-i-/.jpeg

Description:

View of anchorage detail taken from the back

Sheet 124 of 439 I Q Paul C. Rizzo Associates, Inc.

ENGINERS & CONSULTANTrS Status: (2) N U Seismic Walkdown Checklist (SWC)

Equipment ID No. DC-SWBDI-4 Equip. Class 14. Distribution Panels Equipment Description 125V DC Bus 4 File Name: 2-95-2-1-25.jpeg

Description:

View of base detail for braker section

L Y Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSUlTANTS Sheet 125 of 439 Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. EE-P-IA Equip. Class 5. Horizontal Pumps Equipment Description Diesel Generator Fuel Oil Transfer Pump Location: Bldg. DGBX Floor El. 735 Manufacturer, Model, Etc.

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 Y N

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

Small pump anchoredto concrete pad with 4-1/2" diam anchor bolts with adequate edge distance.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Some minor cracks noticed on concrete pad andjudged acceptable.

Y N U N/A

5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage verifiedper document 52233-C'-007 Anchorage Calc Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I potentially adverse seismic conditions?

Sheet 126 of 439 L ) Paul C. Rizzo Associates, Inc.

ENWINEEVS

& CONMULTAN"M Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. EE-P-1A Equip. Class 5. Horizontal Pumps Equipment Description Diesel Generator Fuel Oil Transfer Pump Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x 771 and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Nozzles are identifiedto be well supported Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

I Ž Paul C. Rizzo Associates, Inc.

ENG;INEERS& CONSUNLTAN Sheet 127 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. EE-P-1A Equ ip. Class 5. Horizontal Pumps Equipment Description Diesel Gene rator Fuel Oil Transfer Pump Other supporting or relevant documents and photos (if any):

File Name: 2-6 I- 1-1 -2u.Jpeg

Description:

Component Plate ID File Name: 2-62-1-1-20.jpeg

Description:

General view of component

L Q Paul C. Rizzo Associates, Inc.

EINEIER & CONSULTAYM Sheet 128 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. EE-P-1A Equiip. Class 5. Horizontal Pumps Equipment Description Diesel Gene rator Fuel Oil Transfer Pump File Name: 2-63-1-1-20.jpeg

Description:

View of component anchroage configuration

LX-Q Paul C. Rizzo Associates, Inc.

ENG(INFMS & CONSt TAVNIS Sheet 129 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. EE-TK-2) Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG- I Fuel OilI Day Tank Location: Bldg. DGBX Floor El. 735 Manufacturer, Model, Etc.

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 Y N

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

X I I Tank is mounted on bracedsteelframing (iHSS4x4xI/4). Each offour posts are anchoredwith 4-1" diameteranchor bolts.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface X oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage configurationconfirmed by Draving RS-0019Q Y N U

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

Sheet 130 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGI*ENES & CONSULTAN*TS Seismic Walkdown Checklist (SWC) Status: (W N U Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Attached piping are rigidly supported Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? X I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 10/1/2012 Adam L. Helffrich Date:

Sheet 131 of 439

  • QPaul C. Rizzo Associates, Inc.

ENGINEERS & CONULTANT" Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank Other supporting or relevant documents and photos (if any):

lile Name: 2-I1-2-1-2u.jpeg

Description:

Component Plate ID File Name: 2-62-2-1-20.jpeg

Description:

General view of component

Sheet 132 of 439 L Q Paul C. Rizzo Associates, Inc.

E;INIS COMATTANTS Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. EE-TK-2A Equip. Class 21. Tanks and Heat Exchangers Equipment Description EE-EG-I Fuel Oil Day Tank File Name: 2-63-2-1-20.jpeg

Description:

View of component anchorage

IŽ Paul C. Rizzo Associates, Inc. Sheet 133 of 439

& CONM1ThANTS ENGINEEWS Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. FCV-ICH-II3A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Location: Bldg. AXLB Floor El. 722 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Light weight valve mounted on a 1 1/2" diam line.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x _ _T potentially adverse seismic conditions?

Sheet 134 of 439

[XQ Paul C. Rizzo Associates, Inc.

ENGINEES & CONSATTANT.

Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment IDNo. FCV-ICH-113A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Attached linesfound with adequateflexibility.

Y N U

10. Based on the above seismic interaction evaluations, is equipment free x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 10/1/2012 Adam L. Helffrich Date:

LN V Paul C.& Rizzo IFNGINIEiRS Associates, Inc.

C*oN', L1TA\%TS.

Sheet 135 of 439 Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. FCV-ICH-113A Equip. Class 7. Pneumatic-Operated Valve Equipment Description Boric Acid to Blender FCV Other supporting or relevant documents and photos (if any):

File Name: 2-61-2-1-12.jpeg

Description:

Component Plate ID File Name: 2-62-2-1-12.jpeg

Description:

General view of component

I Q Paul C. Rizzo Associates, Inc.

ENGSNEi &ChOeMLTAN(S Sheet 136 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Location: Bldg. SFGB Floor El. 735 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Small A 0 V on -3" line well supportedandfound in good condition.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of X F- -T potentially adverse seismic conditions?

L Y Paul C. Rizzo Associates, Inc.

EXCINFLRSý CONSULTANMS Sheet 137 of 439 Seismic Walkdown Checklist (SWC) Status: W*) N U Equipment ID No. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x I7I I I Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Sheet 138 of 439 I Y Paul C. Rizzo Associates, Inc.

ENGINEER,& CONSULTA*-S Seismic Walkdown Checklist (SWC) Status: T N U Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve Other supporting or relevant documents and photos (if any):

File Name: 2-61-1-1-50.jpeg

Description:

Component Plate ID File Name: 2-62-1-1-50.jpeg

Description:

General view of component

I Q Paul C. Rizzo Associates, Inc.

ENGINEERS & CONSULTAN'h Sheet 139 of 439 Seismic Walkdown Checklist (SWC) Status: () N U Equipment IDNo. FCV-IFW-103B Equip. Class 7. Pneumatic-Operated Valve Equipment Description 3B AFW Pump Recirc Control Valve File Name: 2-63-1-1-50.jpeg

Description:

View of flexible attached lines

L O Paul C. Rizzo Associates, Inc.

ENGINERS & CONSULTANTS Sheet 140 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. FW-59 Equip. Class OD. Other-Check Valve or Manual Valve Equipment Description Common Lube Oil Coolers 3-way Manual Valve Location: Bldg. SFGB Floor El. 735 Manufacturer, Model, Etc.

Manual Valve Common Lube Oil Coolers 3-wa*

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 Y N

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

Mounted on a -2 1/2" diam line with adequate support configuration.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware?

Y N U N/A

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

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors?

Y N U

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

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I I potentially adverse seismic conditions?

Sheet 141 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CO)NSUL TAN-Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. FW-59 Equip. Class OD. Other-Check Valve or Manual Valve Equipment Description Common Lube Oil Coolers 3-way Manual Valve Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? X Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, X and masonry block walls not likely to collapse onto the equipment?

Nearby temporary scaffold identified to be well restrained Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? X Y N U
10. Based on the above seismic interaction evaluations, is equipment free x - -F of potentially adverse seismic interaction effects?

Other Adverse Conditions II. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? X II Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Sheet 142 of 439 Q Paul C. Rizzo Asssociates, Inc.

& COMU LTAN'rT ENGINEEX-4 Status: 1* N U Seismic Walkdown Checklist (SWC)

Equipment ID No. FW-59 Equip. Class OD. Other-Check Valve or Manual Valve Equipment Description Common Lube Oil Coolers 3-way Manual Valve Other supporting or relevant documents and photos (if any):

rile Name: 2-oi-s-i-3u.jpeg

Description:

Component Plate ID irue Iname: --o-L-a-i-u.jpeg

Description:

General view of component

Sheet 143 of 439

[ Q Paul C. Rizzo Associates, Inc.

FNGINEERS& CONSLLTUMNS Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-P-2 Equip. Class 5. Horizontal Pumps Equipment Description Turbine Driven Pump Location: Bldg. SFGB Floor El. 735 Manufacturer, Model, Etc.

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 Y N

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

XZLI II Mounted on skid and anchoredwith 8-3/4" diam anchor bolts.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface X oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors?

Y N U N/A

5. Is the anchorage configuration consistent with plant documentation? X (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage verified per drawing 08700-02.040-0005,Rev. E.

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x * ý-

potentially adverse seismic conditions?

Sheet 144 of 439

[ Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTAN*T Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-P-2 Equip. Class 5. Horizontal Pumps Equipment Description Turbine Driven Pump Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Attached pie lines are adequately supported Y N U
10. Based on the above seismic interaction evaluations, is equipment free x - -T I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? X II Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

I* --* Paul C. Rizzo Associates, Inc.

ENGINEERS&. CONW LTAN-T Sheet 145 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. FW-P-2 Equ ip. Class 5. Horizontal Pumps Equipment Description Turbine Dri yen Pump Other supporting or relevant documents and photos (if any):

vile Name: 2-6 l--i-.)U.jpeg

Description:

Component Plate ID File Name: 2-62-3-1-M).jpeg

Description:

General view of component

Sheet 146 of 439 I Q Paul C. Rizzo Associates, Inc.

ENGIMMS r CONSLLTANnS Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. FW-P-2 Equ ip. Class 5. Horizontal Pumps Equipment Description Turbine Dri yen Pump File Name: 2-64-3-1-50.jpeg

Description:

View of component anchorage configuration File Name: 2-73-3-1-50.jpeg

Description:

View of attached pipe lines

LX--Ž Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTAN"TS Sheet 147 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-P-3A Equip. Class 5. Horizontal Pumps Equipment Description NO. 3A Motor Driven Auxiliary Feedwater Pump Location: Bldg. SFGB Floor El. 735 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Mounted on skid and anchoredwith 8-3/4" diam anchor bolts.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Anchorage verifled per drawing 02.040-001 lB and 8700-RC-21M. (see also caic.

52233-C-007).

Y N U

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

I2C'Q Paul C. Rizzo Associates, Inc.

ENGINEERS& COVNULTALrS Sheet 148 of 439 Seismic Walkdown Checklist (SWC) Status: W*1 N U Equipment ID No. FW-P-3A Equip. Class 5. Horizontal Pumps Equipment Description NO. 3A Motor Driven Auxiliary Feedwater Pump Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x I I I I and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x I Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Am L/

Adam L. Helffrich Date: 10/1/2012

Sheet 149 of 439

  • -- Paul C. Rizzo Associates, Inc.

ENGINEERS& CO'NM*LTA&%*

Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-P-3A Equ ip. Class 5. Horizontal Pumps Equipment Description NO. 3A Moltor Driven Auxiliary Feedwater Pump Other supporting or relevant documents and photos (if any):

File Name: 2-61-4-1-50.jpeg

Description:

Component Plate ID File Name: 2 4-1-50.jpeg

Description:

General view of component

IŽ Q Paul C. Rizzo Associates, Inc.

ENGINEERM

& CONSULTANTS Sheet 150 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. FW-P-3A Equ ip. Class 5. Horizontal Pumps Equipment Description NO. 3A Mo tor Driven Auxiliary Feedwater Pumo File Name: 2-63-4-1-50.jpeg

Description:

View of component anchorage configuration

Sheet 151 of 439 I ŽPaul C. Rizzo Associates, Inc.

ENGINEERS& CONIS LTA'Tn Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment ID No. FW-T-2 Equip. Class 5. Horizontal Pumps Equipment Description Aux Feed Pump Steam Terry Turbine Location: Bldg. SFGB Floor El. 735 Manufacturer, Model, Etc.

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)?

ZIEX Mounted on same skid as FW-P-2 pump. Skid anchoredwith 8-3/4" diam anchor bolts.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? X Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? X Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

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

L*Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTAnTS Sheet 152 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-T-2 Equip. Class 5. Horizontal Pumps Equipment Description Aux Feed Pumpm Steam Terryl Turbine Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Sheet 153 of 439 4r---Paul C. Rizzo Associates, Inc.

T5 ENGINEERS& CONAIL1/K,%

Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. FW-T-2 Equ ip. Class 5. Horizontal Pumps Equipment Description Aux Feed Piump Steam Terry Turbine Other supporting or relevant documents and photos (if any):

rite iqame: z-oI-,-i-aLj.peg

Description:

Component Plate ID r ne iName: L-oL-a-I-3u.jpeg

Description:

General view of component

Sheet 154 of 439

- Paul C. Rizzo Associates, Inc.

& CONLStTANTS Eq'*GINEERS Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP H-and CONT Location: Bldg. AXLB Floor El. 722 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Valve mounted on well supported 4" diam line. Yoke supportedto wall andpiping is supportedback to same wall.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? -T xR--I Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors?

Y N U N/A

5. Is the anchorage configuration consistent with plant documentation? 7777-x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I I I potentially adverse seismic conditions?

L 2 Paul C. Rizzo Associates, Inc.

FI';(INER. .&CONSULTANTS Sheet 155 of 439 Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment ID No. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP Hand CONT Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free IX I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Sheet 156 of 439 L[YŽPaul C. Rizzo Associates, Inc.

FNC.INaMS & COMULTANMh Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. HCV-ICH-186 Equip. Class 7. Pneumatic-Operated Valve Equipment Description RCP Seal SUP Hand CONT Other supporting or relevant documents and photos (if any):

-~9-k fo Dile Name: C-om-o-ntla-tpeD

Description:

Component Plate ID File Name: 2-62-1-1-12.jpeg

Description:

General view of component

Sheet 157 of 439 L 41r Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSUtLANT.

Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

Anchorage Y N

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

6-5/8" diam anchors identifiedfor anchorageconfiguration.Adequate separation identified between adjacentpanels.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x I i I 7 (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Drawing RE-0038D confirms anchorage configuration.(see also ca/c. 52233-C-I 7).

Y N U

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

Sheet 158 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CON LTA"TS Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUSi-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Attached conduits identifiedwith adequateflexibility.

Y N U

10. Based on the above seismic interaction evaluations, is equipment free x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Paul C. Rizzo Associates, Inc. Sheet 159 of 439 ENCINlERS & CONSULTA"IT, Seismic Walkdown Checklist (SWC)

Status: (Y) N U Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter Other supporting or relevant documents and photos (if any):

File Name: 2 -6 1-8 25.jpeg

Description:

Component Plate ID File Name: 2 8-1-25.jpeg

Description:

General view of component EM

Sheet 160 of 439 X Q Paul C. Rizzo Associates, Inc.

LNOINEERS& CONSULTAN-n Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment IDNo. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter File Name: 2-63-8-1-25.jpeg

Description:

View of top entry conduits File Name: 2-64-8-1-25.jpeg

Description:

View of anchorage configuration

[I--- Paul C. Rizzo Associates, Inc.

ENGINEERS & COWYLTAN, M Sheet 161 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUSI-I Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I Inverter File Name: 2-73-8-1-25.jpeg

Description:

Front view of base anchorage configuration

Sheet 162 of 439 I Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULT (Sn W Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus III Inverter Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Attached to support base with 6-518"diam machine bolts. Support base anchoredto concrete with 8-3/4" anchors.Around 10" separationidentifiedwith adjacentpanels.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Drawing RE-0038B confirms anchorageconfiguration.(see also calc. 52233-CI-01 7).

Y N U

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

Sheet 163 of 439 1-.-% Paul C. Rizzo Associates, Inc.

COLTThTS ENGINEERS/ E4k Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. INV-VITBUS1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus 111 Inverter Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? X Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, X and masonry block walls not likely to collapse onto the equipment?

Block wall SB-I-15 has been qualifiedper IE 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? X Y N U
10. Based on the above seismic interaction evaluations, is equipment free x - -TI of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? X II I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

Sheet 164 of 439

[X Q Paul C. Rizzo Associates, Inc.

E*4CINEERS& NSULTAN-T Seismic Walkdown Checklist (SWC)

Status: W N U Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus II Inverter Other supporting or relevant documents and photos (if any):

File Name: 2-61-6-1-25.jpeg

Description:

Component Plate ID File Name: 2-62-c-i-2:.jpeg

Description:

General view of component

L Q Paul C. Rizzo Associates, Inc.

UNGNINEER-S

& C(ONSULTA*XS Sheet 165 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUSI-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus IlI Inverter File Name: 2 6-1-25.jpeg

Description:

Front view of base anchorage configuration lIle Name: 2-64-6-1-25.jpeg

Description:

Close up view of anchorage detail

Sheet 166 of 439 I Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTAKTM Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. INV-VITBUS 1-3 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus III Inverter File Name: 2-73-6-1-25.jpeg

Description:

View of weld detail on channel mounting base File Name: 2-94-6-1-25.jpeg

Description:

General view of base configuration

D 2 Paul C. Rizzo Associates, Inc.

ENGINEERS & CONSULTAVI" Sheet 167 of 439 Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Location: Bldg. SRVB Floor El. 713 Manufacturer, Model, Etc.

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

Anchorage

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

Attached to support base with 6-5/8"diam machine bolts. Support base anchoredto concrete with 8-3/4" anchors.Around 10" separationidentifiedwith adjacentpanels.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Drawing RE-0038B confirms anchorageconfiguration. (see also caic. 52233-C-017).

Y N U

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

LCND Paul C. Rizzo Associates, Inc.

ENGINEERS& COUIJLTANTl Sheet 168 of 439 Seismic Walkdown Checklist (SWC) Status: W N U Equipment ID No. INV-VITBUS1-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Block wall SB- 1-9 has been qualifiedper IE 80-11 review.

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

LiPaul C. Rizzo Associates, Inc.

ENGINEERS& CONSULT&%h-T Sheet 169 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter Other supporting or relevant documents and photos (if any):

File Name: 2 2-1-26.jpeg

Description:

Component Plate ID File Name: 2-62-2-1-26.jpeg

Description:

General view of component

Sheet 170 of 439 IX-- Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULT&NTS Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. INV-VITBUS 1-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter File Name: 2-63-2-1-26.jpeg

Description:

View of top entry conduits File Name: 2-64-2-1-26.jpeg

Description:

Front view of base anchorage configuration

Sheet 171 of 439 L Y Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSUET&NTS Seismic Walkdown Checklist (SWC) Status: (W) N U Equipment ID No. INV-VITBUSI-4 Equip. Class 16. Battery Chargers and Inverters Equipment Description Vital Bus I'VE Inverter File Name: 2-73-2-1-26.jpeg

Description:

Close up view of anchorage detail File Name: 2-94-2-1-26.jpeg

Description:

View of weld detail on channel mounting base

Sheet 172 of 439 L Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTANT5 Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. LS-I-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Location: Bldg. DGBX Floor El. 735 Manufacturer, Model, Etc.

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

Anchorage Y N

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

Rigidly attachedto top of EE-TK-2A lank.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x  ::1 oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x T -

potentially adverse seismic conditions?

Sheet 173 of 439 LCYŽ Paul C. Rizzo Associates, NGINCEILS

& ONSI LTANtS Inc.

Seismic Walkdown Checklist (SWC) Status: W1 N U Equipment ID No. LS-I-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Attached linesfound with adequateflexibility.

Y N U

10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions I1. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012 10/1/20 12 Adam L. Helffrich Date:

Sheet 174 of 439 DX Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTANTS Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. LS-1-EE-201-1 Equip. Class 18. Instrument (on) Racks Equipment Description EE-EG-I Day Tank Level (Pump CTRL) Level Switch Other supporting or relevant documents and photos (if any):

rile l"4ame: -o1-.3-I-zvu.jpeg

Description:

Component Plate ID File Name: 2-62-3-1-20.jpeg

Description:

General view of component

L Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTANT$

Sheet 175 of 439 Seismic Walkdown Checklist (SWC) Status: (9) N U Equipment ID No. LT-IQS-IOOA Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Location: Bldg. YARD Floor El. 735 Manufacturer, Model, Etc.

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 Y N

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

Mounted on short cantilever support (-12") made of HSS 2 1/2" x 3"x 1/4". Support is attachedto concrete wall suroundingthe tank with 4-1/2" diam anchor bolts.

Equipment brackets are welded to the support structure.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Some signs of of rust visible on brackets. Judgednot a concern.

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Y N U N/A
5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x T TI potentially adverse seismic conditions?

Sheet 176 of 439 L*~ Paul C. Rizzo Associates, Inc.

SNiINElkdw & CONSULTANTS Seismic Walkdown Checklist (SWC) Status: (K) N U Equipment IDNo. LT-IQS-100A Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x II I Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Y N U
10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012

/g/

Adam L. Helifrich Date: 10/1/2012

L V, Paul C. Rizzo Associates, Inc. Sheet 177 of 439 ENG1NEERM

& CONS' LTAýNT Seismic Walkdown Checklist (SWC) Status: W N U Equipment IDNo. LT-IQS-IOOA Equip. Class 18. Instrument (on) Racks Equipment Description RWST Level Transmitter Other supporting or relevant documents and photos (if any):

File Name: 2-6I-1-1-09.jpeg

Description:

Component Plate ID File Name: 2-62-1-1-09.jpeg

Description:

General view of component

Sheet 178 of 439 I Q Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSUJLTANTS Seismic Walkdown Checklist (SWC) Status: (2) N U Equipment ID No. MCC-I-E1 Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via 1NBKR 8N7 Location: Bldg. INTS Floor El. 705 Manufacturer, Model, Etc.

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

Anchorage Y N

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

3 Section MCC, each section's base channel is welded to embed steel with at least an average of 5 1/2" of 1/4" welds.

Y N U N/A

2. Is the anchorage free of bent, broken, missing or loose hardware? x Y N U N/A
3. Is the anchorage free of corrosion that is more than mild surface x oxidation?

Y N U N/A

4. Is the anchorage free of visible cracks in the concrete near the anchors? x Portion of concrete cover on the embed steel is exposedbutjudged adequate as the load path of the embed steel does not require this cover to be effective.

Y N U N/A

5. Is the anchorage configuration consistent with plant documentation? x (Note: This question only applies if the item is one of the 50% for which an anchorage configuration verification is required.)

Base weld detail in MCC-I-EI verified per Calculation52233-G-OO Anchorage Calc Y N U

6. Based on the above anchorage evaluations, is the anchorage free of x I potentially adverse seismic conditions?

[-- Paul C. Rizzo Associates, Inc.

ENGIN[ERS & CONMULTATS Sheet 179 of 439 Seismic Walkdown Checklist (SWC) Status: (Y) N U Equipment ID No. MCC-I-EI Equip. Class 1.Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Interaction Effects Y N U N/A

7. Are soft targets free from impact by nearby equipment or structures? x Y N U N/A
8. Are overhead equipment, distribution systems, ceiling tiles and lighting, x and masonry block walls not likely to collapse onto the equipment?

Y N U N/A

9. Do attached lines have adequate flexibility to avoid damage? x Minimal top restraintprovided by top entry conduit.

Y N U

10. Based on the above seismic interaction evaluations, is equipment free x I I I of potentially adverse seismic interaction effects?

Other Adverse Conditions

11. Have you looked for and found no other seismic conditions that could Y N U adversely affect the safety functions of the equipment? x I I I Comments (Additional pages may be added as necessary)

Evaluated by: Eddie M. Guerra Date: 10/1/2012 Adam L. Helffrich Date: 10/1/2012

of 439 LZYŽ Paul C. Rizzo Associates, Inc.

ENGINEERS& CONSULTANT Sheet180 Seismic Walkdown Checklist (SWC) Status: N U Equipment ID No. MCC-1-El Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 Other supporting or relevant documents and photos (if any):

Iu.I File Name: 2-61-1-1-27.jpeg

Description:

Component Plate ID File Name: 2-62-1-1-27jpeg

Description:

General view of component

Paul C. Rizzo Associates, Inc. Sheet of 439 ENGINEERS& CONSULTANTr Seismic Walkdown Checklist (SWC) Status: Y) N U Equipment IDNo. MCC-I-E1 Equip. Class 1. Motor Control Center Equipment Description 480V Motor Comtrol Center Fed From 480V Substation 1-8 Emergency Bus via INBKR 8N7 File Name: 2-63-1-1-27.jpeg

Description:

View of spalled concrete at base of MCC File Name: 2-64-1-1-27.jpeg

Description:

View of top entry conduits