ML102720633
| ML102720633 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 10/30/2009 |
| From: | Florida Power & Light Co |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 | |
| Download: ML102720633 (153) | |
Text
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Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Worlscope:
ISI Summary No.:
E1.11.20 Component ID:
RBLP-3006 Component
Description:
Various Dome Liner Plates ASME Sectio*I - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 1 VA-NIH Re 111 E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work Reqi ISO Dray port No.:
VT-99-170 Page:
1 of 2
uest No.:
359321 System:
RB ving No.:
S-525-3006 Resolution Technique Eiln t
Lihting Tools 0
Temp. Gauge S/N: N/A I 1/10" Division (Scale)
Spotlight 0
Tape Binoculars Cal Due: N/A Sys. Temp. Ambient OF I) 1/32" Division (Scale) 0 Direct 0
Mirror 0
Ambient 0
Scale 0 Depth Gauge 1/32' Line (Gray Card)
(* Remote 0
Magnifier
(
Flashlight 0 Micrometer 0 Comparator (13 Light Meter S/N: 11-3376 0 See Comments 0
see Comments *) See Comments 0
Droplight Q
We a
S eC Cal Due: 08114/2000 Ilium. Level
> 50 fc Coated:
0 No (1 Yes IWE Examination 3General Q VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (1
No Flaking 0
0 Arc Strikes
(
0 Q Q
Blistering Q
(1) 0 Gouges
(
- 0) 0 Q Precurser Card No..
NIA Peeling 0
()
0 Surface Discontinuities 0
(
Discoloration 0
(1)
Dents 13 0
0 Acceptable by Cracking (13 0
0 Surface Irregularities 0
(
- 0) Q Evaluation:
Q Yes Q No Wear 0O Other 0
Corrosion (Wastage)
(13 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Woik-Surfaces.
Liner. Plate Layout Drawing S-625-006. Rev. 1, S4525-009, Rev..1. Dome Liner Layout: 09-800, 900-180", 1800-2700, 2700-360100.
See attached supp. report for additional comments.
Examination Results:
- SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P. 4. '0A N/A 10/2611999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representatlve:,_r Level:
Date:
NIA NIA Hecht, Jeff W.
e "ll"12/13.1199 Other:
Level:
Date:
A.N.l.I. Review:"~
Date:
NIA NIA 11J 7-90
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-170 Examiner Komara, Bernard P. 4.,./
Level:
N/A Examiner: NIA Level:
N/A Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.20 Reviewed By. NIA Level:
N/A Component ID:
RBLP-3006 Reviewer/FPC Rep: Hecht Jeff W.
Level:
III if Comments:
The following discontinuities were noted during the General IWE Visual Examination conducted between Azimuth locations 0 degrees to 360 degrees on the dome liner plate, elevation 250'.
(1) Relatively small Isolated uncoated areas of the liner plate were Identified in each Azimuth quadrant It appears that some type of attachment was either previously removed from these locations or the areas were prepped for some type of attachment Installation.
Surface rust appears to exist in these locations; however, there is no evidence of wastage corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chipping/scratches/flaking) were Identified in each Azimuth quadrant There was no evidence of wastage corrosion or rust staining in these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
(3) Survey marks were visible In each quadrant (4) The remains of what appeared to be some type of tape was noted in various dome liner plate locations. It is not known what purpose the tape served. No evidence of coatings degradation was Identified In adjacent areas.........,
4 (5) Various attachments to the dome liner plate were Identified In each Azimuth quadrant The current or previous function of these attachments could not be determined with certainty; although, information received indicated that some of these attachments may be for Instrumentation, and/or has been/will be utilized for containment ILRTs. The attachments appeared to be coated with surface rust, or have been painted with brown paint.
(6) There exists in each quadrant, what appears to be areas of light to moderate coating discoloration. The discoloration may be from dirt, heat and/or the age of the coatings. It does not appear to have resulted from oil or grease..Adjacent coated surfaces appeared to be Intact (7) When viewed at oblique angles from the 180' elevation, the dome liner plate did not exhibit areas of deformation, irregularity, or bulging/buckling in any of the Azimuth quadrant, which could be considered areas of concern.
I'
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.4 Component ID:
Penetration 433 Component
Description:
Personnel Hatch & Gaskets ASME Sectiorl - Subsection IWE Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 / VA-N18 1/1 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-189 Page:
1 of 2
tequest No.:
359321 System:
RB Drawing No.:
S-525-005 ISO [
Resolution Technique Equipment Lightina Tools O Temp. Gauge S/N. N/A 1/10" Division (Scale) 0 Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient 0 F 1/32' Division (Scale)
@) Direct Mirror 0
Ambient Scale (0) Depth Gauge 1/32" Line (Gray Card)
C Remote 0
Magnifier Flashlight 0
Micrometer Q Comparator
)
Light Meter S/N: TI-3375 oC0 Caliper 0* Weld Gauge o See Comments 0
see Coomments See Comments 0 Drplight 0
Level 0
See Comments Cal Due: 08/1412000 Ilium. Level
> 50 tc Coated:
Q No
) Yes IWE Examination General Q VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Q
(0)
Arc Strikes 0
0 Q Blistering 0
0 Q Gouges 0
0 Precurser Card No.:
N/A Peeling 0
)
Surface Discontinuities 0
(0)
Discoloration 0
0 0
Dents 0
0 0
Acceptable by Cracking 0
0 Surface Irregularities
(
- 0) 0 Q Evaluation:
Q Yes Q No Wear 0
0 Other 0
)
Corrosion (Wastage) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces, Step Ladder.
Personnel Hatch Detail Drawing S-525-031, Rev. 1, Sheets 1 through 8. See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
1.11
/4
,....i..
Ill 11103/1999 N/A N/A ExamIner:
Level:
Date:
Reviewed By FPC Representative Level:
Date:
N/A N/A Hecht, Jeff IW 12113/1999 Other Level:
Date:
A.NI.I. Review:
- r. v' Date:
N/A NIA 16,Z
-icZ 1-
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-189 Examiner Komara, Bernard P.
,X Level:
Ill Examiner NIA Level:
NIA Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.4 Reviewed By:. NIA Level:
NIA Component ID:
Penetration 433 Reviewer/FPC Rep: Hecht, Jeff W.5:f!
Z Level:
Ill Comments:
The following discontinuities were noted during the IWE Visual Examination conducted on the Personnel Hatch (Penetration 433),
including Installed interiorlexterior door gaskets. The Personnel Hatch Penetration is physically located at approximate Azimuth location 315 degrees through 330 degrees, between approximate elevations 116' through 126'. Visual examinations were conducted from both Inside and outside of containment, and on all accessible Interior and exterior surface areas of the barrel assembly.
(1) The interior surface areas of the Personnel Hatch barrel assembly below the diamond plate flooring, behind electrical panels, and the interiors of electrical and mechanical assemblies were inaccessible for visual examination.
(2) There are numerous areas of coatings surface discontinuities (chippedlscratchedicrackedlpeelinglflaking) on interior and exterior accessible surface areas of the barrel assembly. Surface rust was identified in some of the areas where coating discontinuities exisL There was no evidence of corrosion or blistering noted In these areas. Most damaged coatings appeared to be primarily due to equipmentimaterial handling practices.
(3) Valves, fittings, pipingltubing Installed for LLRT applications on the interior and exterior of the barrel assembly were Identified which did not appear on the drawings. These items appear to be beyond IWE exam boundaries. No welding discontinuities were identified at these locations.
(4) No structural damage to the barrel assembly, bulkhead, stiffeners, Interiorlexterior doors, or pressure retaining welds was identified.
(5) No spalling, chips, or cracking were noted at the interface between the concrete reactor building wall-face (IWL) and the Penetration 433 sleeve, when viewed from the Auxiliary Building side. Additionally, the foam seal on the Auxiliary Building side around the circumference of the Penetration was intact (6) Visual Examinations of the inner and outer Personnel Hatch door tongued mating flanges and existing inner and outer door gaskets were conducted on exposed surface areas. Although both gaskets were indented by the tongued mating flanges in the sealing areas, the gaskets appeared to be resilient and pliable. Paint chips, dirt, and debris were identified adhering to the lubricant on the gaskets and sealing surfaces of both doors. These areas were wiped with clean cloths. No rips, tears, or cracks were identified.
(7) It was noted that a metal panel had been removed from the door Interlock mechanism on the reactor building side of the hatch.
The panel was stored near the hatch, and information acquired Indicates that this panel was removed to disable the Interlocks at the time the temporary door was Installed. The panel is to be reinstalled when the temporary door is removed and the interlocks are restored.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.A Component ID:
Penetration 433 Component
Description:
Personnel Hatch & Gaskets ASME Sectioxi - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code YearlAddenda:
VT-N171IVA-NIS ill E-A Work F Report No.:
VT-99-188 Page:
1 of 2
tequest No.:
359321 System:
RB Drawing No.:
S-626-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO [
Resolution Technique Equipment Lighting Tools 0
Temp. Gauge S/N: N/A
- 1/10" Division (Scale) 0 Spotlight
(* Tape 0 Binoculars Cal Due: N/A Sys. Temp. Ambient OF 1
1/32" Division (Scale)
Direct
(
Mirror 0 Ambient Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0 Comparator Light Meter S/N: 11-3375 o see Comments 0
See Comments
- See Comments 0 Droplight 0
Level 0 Se Comments Cal Due: 08/112000 Ilium. Level
> 50 fc Coated:
C) No
(*) Yes IWE Examination General
()
VT-i1 Q v'r-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
O Yes
@) No Flaking
- 0)
(* )
Arc Strikes 0
0 Q Blistering 0
- 0) Q Gouges (0) 0 0
Precurser Card No.:
NIA Peeling 0
(1)
(1)
Surface Discontinuities 0
(*
(*
Discoloration 0
0 Dents 0
0 0
Acceptable by Cracking
()
0 0
Surface Irregularities (0) 0 Q
Evaluation:
Q Yes O
No Wear (1)0 0
Other 0
Corrosion (Wastage)
(1) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces, Step Ladder.
Personnel Hatch Detail Drawing S-626-031, Rev. 1, Sheets I through 8. See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
,7.
III 11/03/1989 NIA N/A Examiner.
Level:
Date:
Reviewed By FPC Representative:
Level:
Date:
N/A N/A Hecht, Jeff W..-,**
Ill 12113/1999 Other:
Level:
Date:
A.N.l.I. Review
?i//
Date:
NIA NIA 1_ __ _
1 1 Z 3 00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-188 Examiner: Komara, Bernard P.
Level:
III Page:
2 of 2
Examiner: NIA Level:
NIA Summary No.:
E1.11.4 Reviewed By N/A Level:
N/A Component 1D:
Penetration 433 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Ill Comments:
The following discontinuities were noted during the IWE Visual Examination conducted on the Personnel Hatch (Penetration 433),
including installed interiorfexterior door gaskets. The Personnel Hatch Penetration is physically located at approximate Azimuth location 315 degrees through 330 degrees, between approximate elevations 118' through 126'. Visual examinations were conducted from both inside and outside of containment, and on all accessible interior and exterior surface areas of the barrel assembly.
(1) The interior surface areas of the Personnel Hatch barrel assembly below the diamond plate flooring, behind electrical panels, and the interiors of electrical and mechanical assemblies were inaccessible for visual examination.
(2) There are numerous areas of coatings surface discontinuities (chippedlscratchedlcrackedlpeelinglflaking) on interior and exterior accessible surface areas of the barrel assembly. Surface rust was identified In some of the areas where coating discontinuities exist There was no evidence of corrosion or blistering noted In these areas. Most damaged coatings appeared to be primarily due to equipment/material handling practices.
(3) Valves, fittings, piping/tubing Installed for LLRT applications on the interior and exterior of the barrel assembly were Identified@
which did not appear on the drawings. These items appear to be beyond IWE exam boundaries. No welding discontinuities were identified at these locations.
(4) No structural damage to the barrel assembly, bulkhead, stiffeners, Interiorlexterior doors, or pressure retaining welds was identified.
(5) No spalling, chips, or cracking were noted at the interface between the concrete reactor building wall face (IWL) and the Penetration 433 sleeve, when viewed from the Auxiliary Building side. Additionally, the foam seal on the Auxiliary Building side around the circumference of the Penetration was intact.
(6) Visual Examinations of the inner and outer Personnel Hatch door tongued mating flanges and existing Inner and outer door gaskets were conducted on exposed surface areas. Although both gaskets were indented by the tongued mating flanges in the sealing areas, the gaskets appeared to be resilient and pliable. Paint chips, dirt, and debris were Identified adhering to the lubricant on the gaskets and sealing surfaces of both doors. These areas were wiped with clean cloths. No rips, tears, or cracks were identified.
(7) It was noted that a metal panel had been removed from the door interlock mechanism on the reactor building side of the hatch.
The panel was stored near the hatch, and information acquired indicates that this panel was removed to disable the Interlocks at the time the temporary door was installed. The panel is to be reinstalled when the temporary door is removed and the interlocks are restored.
Florida Power Corporation Crystal River Unit 3 Outage:
RF011 Workscope:
ISI Summary No.:
E6.30.1 Component ID:
Moisture Barrier Component
Description:
AZ 0' - 360- (96' RB)
ASME Sectio*I - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev.IAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NI$
1l1 E-D E5.30 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-187 Page:
1 of 2
tequest No.:
359321 System:
RB Drawing No.:
N/A ISO r Resolution Technique Eaulciment Lightin Tools 0
Temp. Gauge S/N: NIA 1 /10" Division (Scale) 0 Spotlight
) Tape 0 Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1 l/3Z Division (Scale)
I Direct
(
Mirror 0
Ambient
(*) Scale Depth Gauge 1/32 Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0 Comparator Light Meter S/N: TI.3376 o0 Caliper 0 Weld Gauge o See Comments 0
See Comments 0 See Comments DroplCght Ce Level Ge Cal Due: 0811412000 Ilium. Level
> 50 fc Coated:
(
No Yes IWE Examination General Q VT-I vr-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (j
No Flaking 0
0 Q Arc Strikes 0 Q Q
Blistering 0
- 0) Q Gouges 00 0
Precurser Card No.:
N/A Peeling 0
01 Q
Surface Discontinuities Q
(
0 Q Discoloration 0
- 0) 0 Dents 0
0 0 Acceptable by Cracking 0 Q Surface Irregularities 0
0 Q Evaluation:
0 Yes 0
No Wear
(
0 Q
Other' 0
Corrosion (Wastage) 0
(
0 Q Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
See attached supplemental report for comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
A. ?
/4-...
9t III 11106/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative:
111 Level:
Date:
N/A NL A Hecht, Jeff W.
Ill 12/1311999 Other:
Level:
Date:
A.N.l.l. Review:
V/
Date:
NIA NIA I
I
-ý
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-187 Examiner: Komara, Bernard P. A" v9 Level:
III Examiner N/A Level:
N/A Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E5.30.1 Reviewed By: NIA Level:
NIA Component ID:
Moisture Barrier Reviewer/FPC Rep: Hecht, Jeff Level:
Comments:
As Left VT of the Moisture Barrier and Linear Plate Interface In all accessible areas determined that no recordable discontinuities were incurred since as founds were performed previously. All areas were accessible except for limited areas behind elevator, and shielding walls at Incore Room and new LD Cooler Rooms.
0
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E5.30.1 Component ID:
Moisture Barrier Component
Description:
AZ 0- - 360- (95' RB)
ASME SectiofI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NIS I/II E-D E5.30 Section XI, 1992 Edition, 92 Addenda Work R ISO [
Report No.:
VT-99-186 Page:
1 of 2
tequest No.:
359321 System:
RBS Drawing No.:
N/A Resolution Technique Eoulnmenth ols
(
Temp. Gauge SIN: N/A (I/1" Division (Scale)
Q Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient o
F 1/32" Division (Scale)
Direct (0 Mirror.
0 Ambient Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier 0Flaslight 0 Micrometer 0
Comparator Light Meter S/N: TI-3371 0 seeCommnts C SeeCommet 0 ee Coment
- Flshliht 0
Caliper
See CommentS See Comments 0
Oroplight Q) Level 0 See Comments Cal Due: 08114/2000 Ilium. Level
> 60 fc Coated:
@ No Yes IWE Examination General VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Q
0 Q Arc Strikes
(
0 0
Blistering 0
0 Q Gouges 0
(
0 Precurser Card No.:
N/A Peeling 0
0 0 Surface Discontinuities Q
0 Q Discoloration 0
)
0 Dents 0
(
0 Acceptable by Cracking 0 Q Q
Surface Irregularities Q
@)
Q Evaluation:
Q Yes Q No Wear 0
Other" 0
0 Corrosion (Wastage) 0 0 Q Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
See attached supplemental report for comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
X. ?
11 11/06/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC RepresentatD,,
Level:
Date:
NIA WrA Hecht Jeff W.
111 12/13/1999 Other:
Level:
Date:
A.N.l.l. Review:
(Date:
N/A N/A I
I-e'U4 00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-186 Examiner: Komara, Bernard P.,.
Level:
Ill W
Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E5.30.1 Reviewed By. NIA Level:
NIA Component ID:
Moisture Barrier Reviewer/FPC Rep: Hecht, Jeff W. (Ki/f' 07---"
Level:
Ill Comments:
As Left VT of the Moisture Barrier and Linear Plate Interface in all accessible areas determined that no recordable discontinuities were incurred since as founds were performed previously. All areas were accessible except for limited areas behind elevator, and shielding walls at Incore Room and new LD Cooler Rooms.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
E1.11.14 Component ID:
RBLP-2005 Component
Description:
Various Liner Plates ASME Sectiopi - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 / VA-N1i 1i1 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-185 Page:
1 of 2
equest No.:
359321 System:
RB Drawing No.:
S-626-003 ISO D Resolution Technique Eouipment Lighting Tools 0 Temp. Gauge S/N: N/A 1/`10" Division (Scale)
(* Spotlight 0 Tape Binoculars Cal Due: N/A Sys. Temp. Ambient o F
() 1/32" Division (Scale) 0 Direct 0 Mirror a Ambient 0 Scale 0 Depth Gauge 1/32' Line (Gray Card)
Remote 0 Magnifier O Flashlight 0 Micrometer 0 Comparator
(
Light Meter S/N: TI-3375 o
0 Caliper 0 Weld Gauge o* See Comments
) See Comme~nts 0 5ee Comments 0 Droplight 0
Level 0 see comments Cal Due: 08114/2000 Ilium. Level
> 50 fc Coated:
Q No Yes IWE Examination (General VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(*)
Arc Strikes
)
0 0
Blistering 0
0 Q Gouges 0
0 Q Precurser Card No.:
N/A Peeling 0
0 Q Surface Discontinuities 0
(9) (*)
Discoloration 00 0
Dents 0
0 0
Acceptable by Cracking 0
0 Q Surface Irregularities Q 0
)
Evaluation:
Q Yes Q No Wear 0 Q O
Other' 0
0 Corrosion (Wastage) 0 0 Q Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing.S-525-003, Rev. 1, (901 - 1800). See attached supplemental report for additional comments.
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-185 Examiner Komara, Bernard P.,..
Level:
111 Examiner NIA Level:
NIA Page:
2 Of 2
Other NIA Level:
NWA Summary No.:
E1.11.14 Reviewed By: NIA Level:
N/A Component ID:
RBLP-2005 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Comments:
The following discontinultes were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 242' through 250'.
(1) Minor areas of localized miscellaneous coatings damage (scratches, flaking) were identified at various Azimuth locations In this quadrant. No significant rusting, corrosion, or staining was noted in these areas.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFOI1 Workscope:
ISI Summary No:
EI.11.14 Component ID:
RBLP-2005 Component
Description:
Various Liner Plates ASME Sectio*l - Subsection IWE Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-NI7 I VA-NIS III E-A E19.111 9 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-9S-184 Page:
1 of 2
equest No.:
359321 System:
RB Irawing No.:
S425-003 ISO D Resolution Technique Equilpnent Lighting Tools 0
@)1/10" Division (Scale)
-(# Spotlight 0 Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF
- ) 1/32' Division (Scale) 0 Direct 0
Mirror 0
Ambient 0
Scale 0 Depth Gauge
@) 1/37' Line (Gray Card)
(* Remote 0
Magnifier
(
Flashlight 0
Micrometer 0 comparator Light Meter S/N: TI-3375 o See Comments 0
See Comments S) see Comments 0 Droplight 0 Level 0 see comments Cal Due: 08/14/2000 Ilium. Level
> 50 fc Coated:
0 No Yes IWE Examination General
@) VT-1 0
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
0 Yes No Flaking 0
(
Arc Strikes
(
0 0
Blistering 0
0 Gouges 0
0 Precurser Card No.:
NIA Peeling 0
0 0 Surface Discontinuities 0
Discoloration 0
(9) 0 Dents
(
0 0
Acceptable by Cracking
(
0 0
Surface Irregularities 0
()
(*)
Evaluation:
0 Yes 0
No Wear 0 0 0
Other" 0
Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing S-626-003, Rev. 1, (900 - 1800). See attached supplemental report for additional comments.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
EI.11.26 Component ID:
RBLP-4006 Component
Description:
Various Dome Liner Plates ASME SectioRl - Subsection IWE S
Proc. No.JAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code YeariAddenda:
VT-N17I VA-NIS 1/1 E-A Report No.:
VT-99-171 Page:
1 of 2
Work Request No.:
359321 System:
S-526.4006 E1.11 Section Xl, 1992 Edition, 92 Addenda Resolution Techniaue Eauitment Lighting Tools 0
Temp. Gauge S/N: N/A S1/10- Division (Scale)
- Spotlight 0 Tape Binoculars Cal Due: NIA Sys. Temp. Ambient OF
() 1/32 Division (Scale) 0 Direct 0 Mirror o Ambient 0
Scale 0
Depth Gauge 32-Line (Gray Card)
Remote 0
Magnifier 0 Flasiht 0
Micrometer 0
Comparator
(*
Light Meter S/N: TI-3375 See Comments 0
See Comments
- See Comments Iments Cal Due: 0811412000 ilium. Level
> 60 fc
__________________0 Droplight 0 Level 0
See Comments Coated:
0 No (j) Yes IWE Examination
() General Q VT-I Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Q
0 Q Arc Strikes 0
0 Blistering Q
- 0) Q Gouges
)
Q 0
Precurser Card No.:
N/A Peeling 0 Q
- 9) 0 Surface Discontinulties 0
@*)
Discoloration 0
- )
(13 Dents 0
0 Acceptable by Cracking (13 0
0 Surface IrregularItles 0
(
- 0) Q Evaluation:
0 Yes 0
No Wear (1) 0 0
Other 0
(
Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
'iUner Plate Layout Drawing S-525-008, Rev. 1, S-626-009, Rev. I.. Dome Liner Layout: 0°-90°,.900-1800,'110270%, 270380/0O.
See attached supp. report for additional comments..
-V I
-2 J.
Examination Results:
SAT Examiner.
Level:
Date:
Reviewed By.
Level:
Date:
Komara, Bernard P.
- 4.
N/A 10/26/1999 NIA N/A Examiner.
Level:
Date:
Reviewed By FPC Represen Level:
Date:
N/A N/A Hecht, Jeff W.
Ill 12/1311999 Other:
Level:
Date:
A.N.l.l Review:
Date:
N/A N/A 1
_9___
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-171 Examiner Komara, Bernard P.
- .'./
Level:
N/A Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.25 Reviewed By. NIA Level:
NIA ComponentID:
RBLP-4006 ReviewerIFPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the General IWE Visual Examination conducted between Azimuth locations 0 degrees to 360 degrees on the dome liner plate, elevation 250'.
(1) Relatively small Isolated uncoated areas of the liner plate were identified in each Azimuth quadrant It appears that some type of attachment was either previously removed from these locations or the areas were prepped for some type of attachment Installation.
Surface rust appears to exist in these locations; however, there is no evidence of wastage corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chippinglscratches/flaking) were identified in each Azimuth quadrant. There was no evidence of wastage corrosion or rust staining In these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
(3) Survey marks were visible In each quadrant (4) The remains of what appeared to be some type of tape was noted In various dome liner plate locations, It is not known what purpose the tape served. No evidence of coatings degradation was identified In adjacent areas... -...
(5) Various attachments to the dome liner plate were Identified In each Azimuth quadrant The current or previous function of these attachments could not be determined with certainty; although, information received Indicated that some of these attachments may be nstrumentation, and/or has beentwill be utilized for containment ILRTs. The attachments appeared to be coated with surface rust, ave been painted with brown paint (6) There exists in each quadrant, what appears to be areas of light to moderate coating discoloration. The-discoloration may be from dirt, heat and/or the age of the coatings. It does not appear to have resulted from oil or grease. Adjacent coated surfaces appeared to be Intact (7) When viewed at oblique angles from the 180' elevation, the dome liner plate did not exhibit areas of deformation, irregularity, or bulgingibuckling in any of the Azimuth quadrant, which could be considered areas of concern.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO1I Workscope:
ISI Summary No.:
E1.11.1 Component ID:
Penetration 222 Component
Description:
Equipment Hatch ASME Sectioli - Subsection IWE Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 IVA-NI8 III E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-197 Page:
1 of 3
equest No.:
369321 System:
RB Irawing No.:
S-526-003 ISO D Resolution Technique Eauinment Uahtina Tools 0
Temp. Gauge S/N: N/A
- ) 1/110 Division (Scale)
Dci Spotlight (1) Tape 0
Binoculars Cal Due: NIA Sys. Temp. Ambient O F (1) 1/32" Division (Scale)
(1) Direct (1) Mirror Ambient (1) Scale Depth Gauge S1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0 Micrometer 0
Comparator Light Meter S/N: TI-3375 oC0 Caliper 0 Weld Gauge o See Comments 0
See Comments (1) See Comments Q D Q Level Q
e Comments Cal Due: 0811412000 Ilium. Level
> 50 fc Coated:
0 No (13 Yes IWE Examination (I3 General 0
VT-1
(*3 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
0 Yes (1) No Flaking 0
(1)
(13 Arc Strikes
(
03 Q
Q Blistering Q
(13 (13 Gouges
(
03 Q
Q Precurser Card No.:
N/A Peeling 0
(13 (1
Surface Discontinuities Q
(*
(*
Discoloration 0
(13 0
Dents (13 0
0 Acceptable by Cracking (13 0
Surface Irregularities 0
(1)
(13 Evaluation:
Q Yes Q No Wear 01 O
0 Other 0
Corrosion (Wastage)
(
0 Q 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platformns, Work Surfaces; Step Ladder, Extension Ladder, Manlift.
Equipment Hatch.Detail Drawings S525-030, Rev. 1, Sheets I through 9. See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By.
Level:
Date:
KO ra,Bea P.
1101999 WA A
Examiner: t.
- 0.
P Level:
Date:
Reviewed By FPC Repr tive/
Level:
Date:
Eilola, Joseph F.
II 1116111999 Hecht, Jeff W.
I11 12/13/1999 Other:
Level:
Date:
A.N.I.I. Review:
/
Date:
NIA N/A I21.-.
op-04'O
Florida Power Corporation crystal River Unit 3 Supplemental Report Report No.:
VT-99-197 Examiner: Komara, Bernard P.
Alp
/,Level:
III Page:
2 of 3
Examiner: Ellola, Joseph F. d
,y Level:
II Other: NIA Level:
NIA Summary No.:
E1.11.1 Reviewed By: NIA Level:
NIA Component ID:
Penetration 222 Reviewer/FPC Rep: Hecht, Jeff W. "
Level:
III Comments:
Discontinuities were noted during the [WE Visual Examination conducted on the permanent Equipment Hatch (Penetration 222),
including installed penetration gaskets and interiorlexterior door gaskets. The Equipment Hatch Penetration is physically located at approximate Azimuth location 140 degrees through 160 degrees, between approximate elevations 119' through 145'. Visual examinations were conducted prior to and after hatch Installation, from both Inside and outside of containment, and on all accessible interior and exterior surface areas of the barrel assembly.
(1) The Interior surface areas of the Equipment Hatch barrel assembly below the diamond plate flooring, behind electrical panels, and the interiors of electrical and mechanical assemblies were Inaccessible for visual examination.
(2) There are numerous areas of coating surface discontinuities (chippedlscratched/crackedlpeeling/flaking) on Interior and exterior accessible surface areas of the barrel assembly. The coating on interior barrel assembly surface areas consists of portions where only primer has been applied and also portions where both primer and topcoat are applied. Surface rust was identified in the majority of areas where coating discontinuities exist Moisture was also noted on Interior surface areas. The moisture appeared to be condensation resulting from the hatch doors being closed for an extended period of time, and from daily temperature fluctuations.
There was no evidence of corrosion or blistering noted In these areas. Most damaged coatings appeared to be primarily due to equipmentlmaterial handling practices.
IkSeveral welded attachments to the interior of the barrel assembly were Identified which did not appear on the drawings. These
ýIhments consisted of several conduit supports welded to the ceiling of the barrel assembly; and two (2) bearingishaft supports "Wded to the west side of the barrel assembly. No welding discontinuities were identified at these locations.
(4) Damage was noted at the top of the south (exterior) face of the barrel assembly, between the 1:00 o'clock and 2:00 o'clock positions. The damage is outside of the pressure retaining boundaries of the assembly and appears to have been caused by equipment or material impact. The area has been painted since the original damage occurred; therefore it appears that the damage was incurred prior to this outage. No structural damage to the barrel assembly, bulkhead, stiffeners, exterior door, or pressure retaining welds was identified.
(5) Visual Examinations of the tongued mating flange and new gaskets for Penetration 222 were conducted on exposed surface areas. Examination of the gaskets was conducted after gasket installation, lubrication, and prior to installation of the Equipment Hatch. Areas exhibiting inadequate gasket seating were corrected, and the as-left condition was acceptable. Installation of the equipment hatch was monitored, and no actions that could compromise gasket Integrity were observed. The LLRT of RAX 3 was also observed and test results were satisfactory.
(6) Minor surface spalls and chips were noted at various locations at the interface between the exterior concrete reactor building wall face (IWL) and the Penetration 222 sleeve. These discontinuities, randomly located around the circumference of the Penetration, were shallow and appeared to be caused by equipment, tooling, or material Impact.
(7) Examination of the exposed surface areas of the Penetration 222 sleeve from Inside the reactor building determined a total of seven (7) attachments welded to the bottom quadrant of the sleeve. The sleeve extends through the reactor building wall penetration, and is welded to the Interior liner plate. These attachments, located at approximate elevation t23'% were previously concealed by coverings and material during the outage, but are now visible when viewed through the platform grating. The weldments are approximately twelve (12) inches in diameter, are seal welded and plugged, and resemble penetrations. Four (4) of the weldments are approximately three (3) Inches high; and the remaining three (3) transition from twelve (12) Inches to approximately eight (8) inches in diameter and are approximately six (6) Inches high. These welded attachments did not appear on the drawings.
No welding discontinuities were Identified at these locations. Attachments coatings exhibit extensive damage (flakingichipping) possibly as a result of impact from material and equipment handling.
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-197 Examiner Komara, Bernard P.
d/?
Level:
III Page:
3 of 3
Examiner: Eilola, Joseph F. '1.,-'* ePA Level:
II Other: NIA Level:
N/A Summary No.:
E1.11.1 Reviewed By: N/A Level:
N/A Component ID:
Penetration 222 Reviewer/FPC Rep: Hecht, Jeff W. "
Level:
III Comments:
(8) Visual Examinations of the inner and outer personnel lock door tongued mating flanges and existing Inner and outer door gaskets were conducted on exposed surface areas. Although both gaskets were Indented by the tongued mating flanges In the sealing areas, the gaskets appeared to be resilient and pliable. Paint chips, dirt, and debris were identified adhering to the lubricant on the gaskets and sealing surfaces of both doors. These areas were wiped with clean cloths. An Intermittent tear approximately 10 (ten) Inches in length was identified on the inner gasket of the outer door. The tear started approximately four (4) inches from the top edge of the vertical gasket segment and extended downward, parallel and adjacent to the seating area of the mating flange. This condition was immediately reported for evaluation. Maintenance personnel cleaned and lubricated the gasket in this area, and a leak test of the door seal was satisfactorily completed.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISi Summary No.:
E1.11.1 Component ID:
Penetration 222 Component
Description:
Equipment Hatch ASME Sectioli - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 11 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-196 Page:
1 of 3
equest No.:
359321 System:
RB Irawing No.:
S-525-003 ISO D Resolution Technique Equipment Lighting Temp. Gauge SIN: NA
(* 1/10' Division (Scale)
(* Spotlight
(*) Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient O F
(@ 1/3Z' Division (Scale)
(1 Direct (1) Mirror (1) Ambient (1 Scale
- ) Depth Gauge
(* 1/32' Line (Gray Card) 0 Remote
(
Magnifier 0Flashlight Micrometer 0
Comparator
- 1 Light Meter SIN: TI-3375 eo 0
Caliper 0
See Comments 0* See Comments (0) See Comments Q0 Droplight Q) Level Q See Comments Cal Due: OS/14/2000 Ilium. Level
> 50 fc Coated:
Q No (1 Yes
[WE Examination (1 General VT-1 CQ VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(1)
Arc Strikes (13 0
0 Blistering 0
(
3 Gouges 0
0 Precurser Card No.:
N/A Peeling 0
(1 Surface Discontinuities Q
(*)
(*3 Discoloration 0
0 0
Dents (0) 0 0
Acceptable by Cracking (13 0
0 Surface Irregularities 0
(13
(
Evaluation:
Q Yes Q No Wear 0
0 Other Q
(0 Corrosion (Wastage)
(
03 Q
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Step Ladder, Extension Ladder,.Manliff Equipment Hatch Detail Drawings S.825.030- Rev. 1, Sheets I through 9. See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
1,.
/,1,,.1,m.1..
ll 11106/1999 N/A N/A Examiner. *.4.
,4*-A oe.^
3
',re _z.,
Level:
Date:
Reviewed By FPC Repre t ve:
Level:
Date:
Eilola, JosephF.
-I 1110611989 Hecht, Jeff W.
ll 12/1311999 Other Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A I
I 1
_00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-196 Examiner Komara, Bernard P.
- 4. P /4,-..,..
Level:
III Page:
2 Of 3
Examiner Eilola, Joseph Level:
II Other NIA Level:
NIA Summary No.:
E1.11.1 Reviewed By: NIA Level:
NWA Component ID:
Penetration 222 Reviewer/FPC Rep: Hecht, Jeff Level:
Ill ci Comments:
Discontinuities were noted during the IWE Visual Examination conducted on the permanent Equipment Hatch (Penetration 222).
Including Installed penetration gaskets and interiorlexterlor door gaskets. The Equipment Hatch Penetration Is physically located at approximate Azimuth location 140 degrees through 160 degrees, between approximate elevations 119' through 145'. Visual examinations were conducted prior to and after hatch Installation, from both inside and outside of containment, and on all accessible Interior and exterior surface areas of the barrel assembly.
(1) The interior surface areas of the Equipment Hatch barrel assembly below the diamond plate flooring, behind electrical panels, and the Interiors of electrical and mechanical assemblies were Inaccessible for visual examination.
(2) There are numerous areas of coating surface discontinuities (chippedlscratchedlcrackedlpeelinglflaking) on Interior and exterior accessible surface areas of the barrel assembly. The coating on Interior barrel assembly surface areas consists of portions where only primer has been applied and also portions where both primer and topcoat are applied. Surface rust was identified in the majority of areas where coating discontinuities exist Moisture was also noted on interior surface areas. The moisture appeared to be condensation resulting from the hatch doors being closed for an extended period of time, and from daily temperature fluctuations.
There was no evidence of corrosion or blistering noted In these areas. Most damaged coatings appeared to be primarily due to equipment/material handling practices.
' Several welded attachments to the Interior of the barrel assembly were Identified which did not appear on the drawings. These Mhments consisted of several conduit supports welded to the ceiling of the barrel assembly; and two (2) bearinglshaft supports dad to the west side of the barrel assembly. No welding discontinuities were identified at these locations.
(4) Damage was noted at the top of the south (exterior) face of the barrel assembly, between the 1:00 o'clock and 2:00 o'clock positions. The damage is outside of the pressure retaining boundaries of the assembly and appears to have been caused by equipment or material impact. The area has been painted since the original damage occurred; therefore it appears that the damage was incurred prior to this outage. No structural damage to the barrel assembly, bulkhead, stiffeners, exterior door, or pressure retaining welds was identified.
(5) Visual Examinations of the tongued mating flange and new gaskets for Penetration 222 were conducted on exposed surface areas. Examination of the gaskets was conducted after gasket Installation, lubrication, and prior to installation of the Equipment Hatch. Areas exhibiting inadequate gasket seating were corrected, and the as-left condition was acceptable. Installation of the equipment hatch was monitored, and no actions that could compromise gasket Integrity were observed. The LLRT of RAX 3 was also observed and test results were satisfactory.
(6) Minor surface spalls and chips were noted at various locations at the Interface between the exterior concrete reactor building wall face (IWL) and the Penetration 222 sleeve. These discontinuities, randomly located around the circumference of the Penetration, were shallow and appeared to be caused by equipment, tooling, or material Impact (7) Examination of the exposed surface areas of the Penetration 222 sleeve from inside the reactor building determined a total of seven (7) attachments welded to the bottom quadrant of the sleeve. The sleeve extends through the reactor building wall penetration, and is welded to the interior liner plate. These attachments, located at approximate elevation 123', were previously concealed by coverings and material during the outage, but are now visible when viewed through the platform grating. The weldments are approximately twelve (12) Inches In diameter, are seal welded and plugged, and resemble penetrations. Four (4) of the weldments are approximately three (3) Inches high; and the remaining three (3) transition from twelve (12)'inches to approximately eight (8) inches in diameter and are approximately six (6) inches high. These welded attachments did not appear on the drawings.
No welding discontinuities were identified at these locations. Attachments coatings exhibit extensive damage (flaking/chipping) possibly as a result of impact from material and equipment handling.
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-1 Examiner Komara, Bernard P.
-'/,
1 Level:
IIl Page:
3 of 3
Examiner: Eilola, Joseph F. d...,
,v.,,4.o.3-Level:
U4 Other: NIA Level:
NIA Summary No.:
E1.11.1 Reviewed By: NIA Level:
N/A Component ID:
Penetration 222 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
(8) Visual Examinations of the inner and outer personnel lock door tongued mating flanges and existing Inner and outer door gaskets were conducted on exposed surface areas. Although both gaskets were Indented by the tongued mating flanges in the sealing areas, the gaskets appeared to be resilient and pliable. Paint chips, dirt, and debris were identified adhering to the lubricant on the gaskets and sealing surfaces of both doors. These areas were wiped with clean cloths. An intermittent tear approximately 10 (ten) inches in length was identified on the Inner gasket of the outer door. The tear started approximately four (4) inches from the top edge of the vertical gasket segment and extended downward, parallel and adjacent to the seating area of the mating flange. This condition was immediately reported for evaluation. Maintenance personnel cleaned and lubricated the gasket In this area, and a leak test of the door seal was satisfactorily completed.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO1I Workscope:
ISI Summary No.:
E1.11.6 Component ID:
Penetration 440 Component
Description:
Liner Plate Penetration ASME Sectio l - Subsection IWE Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-NI7 I VA-NI8 III E-A EI.11 Work R Report No.:
VT-99-194 Page:
1 of 2
tequest No.:
369321 System:
)rawing No.:
S-625-005 Section Xl, 1992 Edition, 92 Addenda ISO Resolution Technique Equipmnent Uahtina 1
C Temp. Gauge S/N. N/A
- 11 0" Division (Scale)
) Spotlight Tape 0
Binoculars Cal Due: NIA Sys. Temp. Ambient F
- 1/32" Division (Scale)
(*) Direct
) Mirror Ambient
() Scale Depth Gauge
- 1/32" Line (Gray Card) 0 Remote
(
Magnifier Flashlight 0
micrometer 0 C* operator Light Meter SIN: TI-3374 0Osee Comments 0
See Comments
- See Comments Droplight 0
Level r 0 See Comments Cal Due: 08114/2000 Ilium. Level
> 50 fc Coated:
0 No
(
Yes IWE Examination
(*) General
@) VT-t Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaldng 0
(
(
Arc Strikes (0
( 0 0
Blistering 0
(i)
Gouges 0
0 Q Precurser Card No.:
N/A Peeling 0
(*)
Q Surface Discontinuities Q
0
)
(* )
Discoloration 0
Dents 0
0 Acceptable by Cracking
- 0) Q 0
Surface Irregularities 0
0 Evaluation:
Q Yes 0
No Wear (13 0
0 Other 0
Corrosion (Wastage)
(1) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces;Scaffold; Step Ladder; Extension Ladder. '
Liner Plate Layout Drawing S-525-005, Rev. 1, f2700 - 0V). See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
111.
lU 10/1911999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represent e
/
Level:
Date:
Komara, Bernard P.
_. 0 Ill 11106,1999 Hecht. Jeff W.
2/0 I,,
12/13/1999 Other.
Level:
Date:
A.N.I.I. Review:
(
Date:
NIA NIA I'
g.Foo.
Florida Power Corporation Crystal River Unit 3 Supplemental Report S
Report No.:
VT-99-194 Examiner: Komara, Bernard P.
/j.
oO 4 Level:
III Page:
2 of 2
Examiner: Komara, Bernard P.
4
- d.
A
/*___
- ei4, Level:
III Other: NIA Level:
N/A Summary No.:
E1.11.5 Reviewed By-NIA Level:
N/A Component ID:
Penetration 440 Reviewer/FPC Rep: Hecht, Jeff W Level.
III Comments:
10119/1999 The specific location for the discontinuities located on Penetration 440 is approximate elevation 115', Azimuth 325.
The discontinuity appears to be a blister which has opened to the surface. Staining Is present which indicates that rust Is present on the subsurface metal.
Currently, Eddy Current equipment Is staged directly under this penetration which has resulted in temporary Inaccessibility and precludes discontinuity measurement 11/0511999 Penetration 440 was accessible for examination on 11105/1999. The blistered coating was removed from the suspect area and underlying metal surface was examined. The visual examination determined the existence of surface rusL No corrosion (wastage) was identified; and no additional examination is deemed necessary.
0
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.5 Component ID:
Penetration 440 Component
Description:
Uner Plate Penetration ASME SectioaI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 ill E-A Work R Report No.:
VT-99-195 Page:
1 of 2
tequest No.:
359321 System:
RB Drawing No.:
S-525-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO [
Resolution Technique Equipment ghting Tools 0 Temp. Gauge S/N: N/A (1/10" Division (Scale)
Spotlight (I) Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient O F 1/32" Division (Scale)
(
Direct
(#) Mirror Ambient
(
Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0
Comparator Light Meter S/N: TI-3374 0 See Comments 0
see Comments see Droplight Q Level 0
Cee 0
ome nts Cal Due: 0811412000 Ilium. Level
> 60 fc Coated:
0 No Y
Yes IWE Examination General Q v'-1 T-VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(*)
(*)
Arc Strikes 0 Q Q
Blistering 0
()
Gouges
- 0) 0 Q Precurser Card No.:
NIA Peeling 0
()
0 Surface Discontinuities 0
Discoloration 0
()
(*)
Dents 0 0 0
Acceptable by Cracking
(
03 0
Surface Irregularities (13 0
0 Evaluation:
Q Yes Q No Wear 0
0 Other*
0
(
Corrosion (Wastage)
(1) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
.Liner Plate Layout Drawing S-525.005, Rev... 1, (2700 - 00). See attached supplemental report for additional comments..
1~.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
'x
/0 Ill 10119/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representtive:
Level:
Date:
Komara, Bernard P. 4.
/
III 11/06/1999 Hecht, Jeff W.-"
Ill 12/13/1999 Other Level:
Date:
A.N.I.I. Review:
(V Date:
N/A N/A
- 00
Florida Power Corporation Crystal River Unit 3 Supplemental Report 0
Report No.:
VT-99-195 Examiner: Komara, Bernard P. 4./,,
Level:
III Page:
2 of 2
Examiner: Komara, Bernard P. 4,.
,o Level:
II Other: NIA Level:
NIA Summary No.:
E.11.5 Reviewed By: NIA Level:
NIA Com ponent ID:
Penetration 440
_____________Rep:_He htJeffW__Level:_II R eviewerlFPC Rp ehJf.Lvl l
Comments:
1011911999 The specific location for the discontinuities located on Penetration 440 is approximate elevation 115', Azimuth 325.
The discontinuity appears to be a blister which has opened to the surface. Staining is present which Indicates that rust Is present on the subsurface metal.
Currently, Eddy Current equipment Is staged directly under this penetration which has resulted In temporary Inaccessibility and precludes discontinuity measurement.
1110511999 Penetration 440 was accessible for examination on 1110511999. The blistered coating was removed from the suspect area and underlying metal surface was examined. The visual examination determined the existence of surface rusL No corrosion (wastage) was identified; and no additional examination is deemed necessary.
9
- Florida Power Corporation Crystal River Unit 3 Outage:
RF011 Workscope:
ISI Summary No.:
E1.11.3 Component ID:
Penetration 430 Component
Description:
Liner Plate Penetration ASME SectioRI - Subsection IWE Proc. No.lAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-Nil I VA-NIS 111 E-A Work Report No.:
VT-99-192 Page:
1 of 2
Request No.:
369321 System:
RB Drawing No.:
S425-006 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO I Resolution Technique Equipment Lghting Tools 0
Temp. Gauge S/N: N/A
- 1/10" DivIsion (Scale)
Spotlight
(* Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient S
F
( 1/32" Division (Scale)
() Direct Mirror Ambient
(
Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier 0Fshlight 0
Micrometer 0
Comparator
)
Light Meter SIN: TI-3374
( 0 Caliper 0* Weld Gauge o See Comments 0 see Comments see Comments
) Droplight 0
Level r 0
CenldtGa s Cal Due: 09114/2000 Ilium. Level
> 60 fc Coated:
0 No Yes IWE Examination General VT-1 Q v'-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
)
Arc Strikes 0
C Q
Blistering Q
(
(
Gouges 0
0 Precurser Card No.:
N/A Peeling Q
0 Surface Discontinuities 0
Discoloration 0
(
(33 Dents (3
0 0
Acceptable by Cracking 0)0 0
Surface Irregularities
(
- 0) 0 Q Evaluation:
Q Yes Q No Wear
(
0 0
Other 0
( (
Corrosion (Wastage)
(3)0 0
Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-525-005; Rev. 1, (2700 - 0*).- See attached supplemental report for additional comrvments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
,f
/,
Ill 10/19/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represe Level:
Date:
N/A N/A Hecht, Jeff W.
z*
III 1211311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A I
I Z-O0
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-192 Examiner Komara, Bernard P.
o Q.,
Level:
Ill Rep Exami:
NLevel NIA Page:
2 of 2
Examiner N/A Other NIA Level:
NIA Summary No,:
E1.11.3 Reviewed By: NIA Level:
NIA Component ID:
Penetration 430 Component I:
Perb43Reviewer/FPC Rep: Hecht, Jeff W.,
Level:
III Comments:
The specific location for the discontinuities located on Penetrations 426 and 430 is approximate elevation 115% Azimuth 345 and 350.
The discontinuities identified were flaking of the paint and discoloration. The discoloration appears to have resulted from both heat and rust staining. The visible rust appears to be surface rust rather than corrosion/wastage. It is also noted that Penetration 430 contains a dissimilar metal weld.
Other penetrations near these Azimuth locations exhibit lesser degrees of the discontinuities shown.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.3 Component ID:
Penetration 430 Component
Description:
Liner Plate Penetration ASME SectiorI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 1 VA-NIR 1/1 E-A Work Report No.:
VT-99-193 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-625-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO I Resolution Technique Epuiarient Liohtina Tools 0 Temp. Gauge S/N: NIA Ill/0 Division (Scale)
(*) Spotjight (1 Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF (11/32" Division (Scale)
(1 Direct (1 Mirror
(# Ambient (1 Scale
- ) Depth Gauge 1/32' Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0
Comparator
()
Light Meter S/N: 3374 (13 Caliper 0* Weld Gauge 0 See Comments 0
See Comments (*3 See Comments 0 Droplight 0
Level 0 See Comments Cal Due: 08114/2000 Iltum. Level
> 50 fc Coated:
0 No (1 Yes IWE Examination (13 General 0
VT-1
(@ VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precursor Card:
Q Yes (1
No Flaking 0
(13 (13 Arc Strikes (13 Q
Q Blistering Q
(13 (1
Gouges 01 Q
Q Precurser Card No.:
N/A Peeling 0
(
0 Surface Discontinuities 0
Discoloration 0
(13 (1
Dents (13 0
0 Acceptable by Cracking
(
0 0 Q Surface Irregularities
(
0 0 Q Evaluation:
Q Yes Q No Wear
)0 0
Other 0
Corrosion (Wastage)
(13 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work.Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-525-005, Rev. 1, (270° - 0). See attached supplemental report for additional comments.
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Kornara, Bernard P.
,A,/p.
4,,-4.I-Ill 10/19/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative:
Level:
Date:
N/A N/A Hecht. Jeff W.
Ill 12/13/1999 Other:
Level:
Date:
A.N.I.l. Review.
Date:
N/A N/A
_0__
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-193 Examiner Komara, Bernard P. 4.,0 Level:
III Examiner NIA Level:
NIA Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.3 Reviewed By. NIA Level:
NIA Component ID:
Penetration 430 Component__________
P iReviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The specific location for the discontinuities located on Penetrations 426 and 430 Is approximate elevation 115', Azimuth 345 and 350.
The discontinuities identified were flaking of the paint and discoloration. The discoloration appears to have resulted from both heat and rust staining. The visible rust appears to be surface rust rather than corrosion/wastage. It is also noted that Penetration 430 contains a dissimilar metal weld.
Other penetrations near these Azimuth locations exhibit lesser degrees of the discontinuities shown.
'ROW
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
EI.11.2 Component ID:
Penetration 426 Component
Description:
Liner Plate Penetration ASME Sectio*I - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NIB III E-A Work Report No.:
VT-99-190 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-525-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO Resolution Technique Egulnment Lighting Tools 0 Temp. Gauge S/N: N/A 1/10" Division (Scale)
(* Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF I1/37' Division (Scale)
Direct (I) Mirror 0
Ambient Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
micrometer 0
comparator Lght Meter SIN: TI-3374 0 see Comments 0
see Comments See Comments 0
Droplight 0
Level Q Se Comments Cal Due: 09/14/2000 Ilium. Level
> 50 fc Coated:
0 No Yes IWE Examination General VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
Arc Stnkes 0
0 Blistering 0
(
Gouges 0
0 Precurser Card No.:
N/A Peeling 0
0 Q Surface Discontinuities 0
Discoloration 0
(1 Dents 0 Q Q
Acceptable by Cracking
(
03 0 Q Surface Irregularities 0 Q Q
Evaluation:
Q Yes
(
No Wear 0
0 Q Other 0
(
Corrosion (Wastage)
(0
( 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder..
Liner Plate Layout Drawing S-6254-05, Rev. 1, (270* - 00). See attached supplemental report for additional cormnents,..
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By.
Level:
Date:
Komara, Bernard P.
A. ? 1 11 10/1911999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Represen at Level:
Date:
N/A N/A Hecht, Jeff W.
- III 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-190 Examiner: Komara, Bernard P.
4' Level:
III Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.2 Reviewed By: NIA Level:
N/A Component ID:
Penetration 426 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The specific location for the dlscontlnuities located on Penetrations 426 and 430 Is approximate elevation 115', Azimuth 345 and 350.
The discontinuities identified were flaking of the paint and discoloration. The discoloration appears to have resulted from both heat and rust staining. The visible rust appears to be surface rust rather than corrosion/wastage. It Is also noted that Penetration 430 contains a dissimilar metal weld.
Other penetrations near these Azimuth locations exhibit lesser degrees of the discontinuities shown.
- .q 4,
'MW
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.2 Component ID:
Penetration 426 Component
Description:
Liner Plate Penetration ASME Sectio I - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-NIT I VA-N1S 1/ I E-A Work R Report No.:
V7-99-191 Page:
1 of 2
equest No.:
359321 System:
RIB Irawing No.:
S-626-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO D Resolution Technique Eauiroment Liahtin Tools 0
Temp. Gauge S/N: N/A 1 /110" Division (Scale)
@) Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF
) 1/32' Division (Scale)
Direct (I) Mirror Ambient Scale Depth Gauge
(
1/32" Line (Gray Card) 0 Remote 0
Magnifier
@) Flashlight 0
Micrometer 0
Comparator (0)
Light Meter S/N: TI-3374 C0 Caliper 0
Weld Gauge O)See Comments 0* See Comments ) See Comments 0 Droplight 10 Level 0
See Comments Cal Due: 08/14/2000 Ilium. Level
>50 fc Coated:
Q No
(
Yes IWE Examination General Q VT-I
@) VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
Arc Strikes 0
0 Blistering Q
0 Gouges 0
0 Precurser Card No.:
N/A Peeling 0
0 Surface Discontinuities 0
(*
- )
Discoloration 0
Dents 0
0 Acceptable by Cracking 0
0 Surface Irregularities (0)
Q Q
Evaluation:
Q Yes Q No Wear 0
0 Other 0
Corrosion (Wastage) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms,Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
i..
.Liner Plate Layout Drawing S-626-005, Rev..1, (270° - 0"). See attached supplemental report for additional comments.,%.......
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
1,1
/..
III 10/1911999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represe ta ive Level:
Date:
N/A N/A Hecht, Jeff W.
Ill 12/13/1999 Other:
Level:
Date:
A.N.I.I. Review:.
Date:
N/A N/A I _ _ 1 1-0 0 0
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-191 Examiner Komara, Bernard P.
410,,.
Level:
III P
Examiner: NIA Level:
N/A Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.2 Reviewed By. NIA Level:
NIA Component ID:
Penetration 426 Reviewer/FPC Rep: Hecht, Jeff W.-
Level:
III Comments:
The specific location for the discontinuities located on Penetrations 426 and 430 Is approximate elevation 115', Azimuth 345 and 350.
The discontinuities identified were flaking of the paint and discoloration. The discoloration appears to have resulted from both heat and rust staining. The visible rust appears to be surface rust rather than corrosion/wastage. It Is also noted that Penetration 430 contains a dissimilar metal weld.
Other penetrations near these Azimuth locations exhibit lesser degrees of the discontinuities shown.
0
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Liner Plate, Pens.
ASME Sectioll - Subsection IWE 0
Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 I/1 E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-162 Page:
1 of 2
lequest No.:
359321 System:
RB Irawing No.:
S-626-006 ISO [
Rution Technique Euiment Lighting 0s Temp. Gauge S/N: N/A
() 1110" Division (Scale)
(*3 Spotlight
(#3 Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF (11/32" Division (Scale)
(1) Direct (1) Mirror (13 Ambient
(*3 Scale
()
Depth Gauge 1/32" Une (Gray Card) 0 Remote 0
Magnifier Flashlight 0 Micrometer 0 Comparator
(*3 Light Meter S/N: TI-3374 o See Comments 0
e Comments
- See Comments 1 Droplight Q
ler Q We e
Cal Due: 08/1412000 Ilium. Level
> 60 fc Coated:
Q No (13 Yes IWE Examination General VT-1
(
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precursor Card:
Q Yes (1) No Flaking 0
(13 (13 Arc Strikes (13 0
0 Blistering 0
(13 (13 Gouges (1) 0 0
Precurser Card No.:
> N/A Peeling 0
(0)
(1 Surface Discontinuities Q
(13
(* 3 Discoloration 0
(*
(1 Dents
()
0 0
Acceptable by Cracking (13 0
Surface Irregularities
(
0O 0
Evaluation:
O Yes Q No Wear 0
0 Other 0
Corrosion (Wastage) 0
(
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder. -.
.See attached supplernental report for additional cornruents.
Reference Report No.(s): VT-99-163, VT-99-164, VT-99-16S, V1".9-166, and VT.99-167.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
1 11
/4..s
&L Ill 10/19/1999 N/A N/A Examiner Level:
Date; Reviewed By FPC Repres Level:
Date:
N/A N/A Hecht, Jeff W.
III 1211311999 Other:
Level:
Date:
A.N.I.I. Review:
rDate:
NIA N/A
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-162 Examiner Komara, Bernard P.
0.9
,4 F
Level:
III 0
Examiner. NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.21 Reviewed By: NIA Level:
NIA Component ID:
RBLP-4002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
Reference Liner Plate Layout Drawing S-525-005, Rev. 1, (270° -0).
Area: 106' AZ 309 and AZ 285 Discontinuity was Identified in two (2) locations on the liner plate inside and outside the Incore room, at the concrete wall. Specific location Is approximate elevation 106', Azimuth 309 and 285 degrees. As you recall, styrofoam was removed from these areas during our 11D Shutdown.
The heaviest areas of corrosion/wastage which affect the liner plate are at the weld Interfaces between the liner plate and attached steel channel.
Area: 115' AZ 307 Discontinuity is located on the liner plate at the top of the concrete wall going into the incore room. Specific location is proximately Elevation 115', Azimuth 307 degrees. It appears that a piece of angle iron was welded to the liner plate, and later flame ff. The fillet weld, and Integrity of the weld to the liner plate Is less than desired. Additionally, there Is corrosionlwastage which octs the liner plate at the weld interface between the liner plate and remaining angle iron.
As you recall, styrofoam was removed from this area during our 11D Shutdown. This area was previously concealed by the styrofoam.
Florida Power Corporation Crystal River Unit 3 Surfe Evaluation 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 ISI E1.11.21 RBLP4002 Various Liner Plate, Pens.
Proc. No./Accp. Proc.:
VT-N17/ VA-N18 Proc. Rev.lAccp, Proc. Rev.:
1 /1 Exam Category:
E-A Item No.:
E1.11 App. Code Year/Addenda:
Section XI, 1992 Edition, 92 Addenda Evaluation Report No.:
EV-99-006 Page:
1 of 1
Reference Report No.:
VT-99.162
/
- =
J=
Examination Performed:
10119199 Originator:
Jeff Hecht !--
Examiner Komara, Bernard P.
Originator Date:
"1612000 Examination Results:
SAT Reportable Indication Number:
Liner Area Comments/Limitations:
These areas of surface corrosion were previously dispositioned as providing an acceptable liner plate thickness. Reference Data Sheet 97-706, WR344843, and REA 97.1217.
Preliminary Disposition and Calculations Material: Carbon Steel Thickness:
0.375 Flaw Size:
NIA Allowable:
NIA Recommendation:
Use as Is Indication compared with previous examination:
Measured Pr:
0.316 - 0.326
==
Description:==
Liner Plate Ref. Para.: N/A Q N/A O NO
(
YES Numbers: 97-705 Fracture Mechanics Analysis?
Q YES
(
NO Comments:
N/A Final Disposition:
()
Acceptable C) Rejectable Precurser Card Required: Q YES (j) NO Comments/LUmitations:
The angle iron referenced in the Supplemental Report does.not provide structural support. The condition of the liner plate is acceptable.
PC Card No.:
Reviewed By:.
Level:
Date:
N/A N/A Reviewed By FPC e:
Level:
Date:
Matt Denny I.
N/A 113-2000 A.N.l.l. Review:
z-Date:
I 114i"Ž..
8-00 1
Florida Power Corporation Crystal River Unit 3 Outage:
RFO1 Workscope:
151 Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Liner Plate, Pens.
ASME Sectio*(I - Subsection IWE Proc. NojAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 / VA-NIB ill E-A Work F Report No.:
VT-99-163 Page:
1 of 2
Request No.:
369321 System:
)rawing No.:
S-625-006 E1.11 Section XI, 1992 Edition, 92 Addenda ISO C Resolution Technlaue Equipment Lightinr I
0 remp. Gauge S/N: N/A (I
Au/1"Division (Scale)
(
Spotlight (I) Tape 0
Binoculars Cal Due: NWA Sys. Temp. Ambient F
1/327 Division (Scale)
(0) Direct Mirror (I Ambient (I) Scale
(* Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier 0Flashlight Micrometer 0 Cmrt GMrge FlaCaliper 0 Weld" Gaugete SN T-37 0 See Comments 0
See Comments (I See Comments cl iper s0 comments Cal Due: 08I14/2000 Ilium. Level
> 60 fc Coated:
Q No Yes IWE Examination General Q VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval NIA Sat Eval Precurser Card:
Q Yes No Flaking 0
()
Arc Strikes
(
0 0
Blistering 0
(
0
()
Gouges
(
09 Q
Q Precurser Card No.:
NWA Peeling 0
Surface Discontinuities 0
(
(
Discoloration 0
(19 (1)
Dents (19 0
0 Acceptable by Cracking (19 0
0 Surface Irregularities
(#9 0
0 Evaluation:
O Yes Q No Wear 0
0 other
- Corrosion (Wastage) 0 (0
Provide details on areas to be evaluated.
Engineering:
NWA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder, Extension Ladder.,
See attached supplemental report for additional corrnents..,
I I
Reference Report No.(s): VT-99-162, VT-99-164, VT-99-165, VT-99-166, and VT-99-167.
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Kouiara, Bernard P.
4Y.
II 1011911999 N/A NIA Examiner:
Level:
Date:
Reviewed By FPC Representative:
Level:
Date:
N/A NIA Hecht, Jeff W.
,Ill 12/13/11999 Other Level:
Date:
A.N.I.l. Review:
Date:
MIA WIA I~
4 L
~
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
Page:
Summary No.:
Component ID:
VT-99-163 Examiner Komara, Bernard P.
A oO Level:
III 2
of 2
E1.11.21 RBLP-4002 Examiner: N/A Other: NIA Reviewed By: NIA Reviewer/FPC Rep: Hecht, Jeff W. <
9 Level:
N/A Level NIA Level:
NIA Level:
III r
Comments:
Reference Liner Plate Layout Drawing S-525-005, Rev. 1, (270° - 0).
Area: 106' AZ 309 and AZ 285 Discontinuity was identified in two (2) locations on the liner plate Inside and outside the Incore room, at the concrete wall. Specific location is approximate elevation 106', Azimuth 309 and 285 degrees. As you recall, styrofoam was removed from these areas during our I1D Shutdown.
The heaviest areas of corrosion/wastage which affect the liner plate are at the weld Interfaces between the liner plate and attached steel channel.
Area: 115'AZ 307 0
Discontinuity is located on the liner plate at the top of the concrete wall going into the incore room. Specific location Is approximately Elevation 115', Azimuth 307 degrees. It appears that a piece of angle iron was welded to the liner plate, and later flame cut off. The fillet weld, and integrity of the weld to the liner plate is less than desired. Additionally, there is corrosion/wastage which affects the liner plate at the weld Interface between the liner plate and remaining angle iron.
As you recall, styrofoam was removed from this area during our I1D Shutdown. This area was previously concealed by the styrofoam.
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-184 Examiner: Komara, Bernard P. 4.A.%*i..._
Level:
Ill Examiner: NIA Level:
NIA Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.14 Reviewed By. NWA Level:
N/A Component ID:
RBLP-2005 Reviewer/FPC Rep, Hecht Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 242' through 250'.
(1) Minor areas of localized miscellaneous coatings damage (scratches, flaking) were Identified at various Azimuth locations in this quadrant No significant rusting, corrosion, or staining was noted in these areas.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
IS1 Summary No.:
E1.11.13 Component ID:
RBLP-2004 Component
Description:
Various Liner Plate 9 ASME Sectiokl - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 111 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work Report No.:
VT-99.182 Page:
1 of 2
Request No.:
369321 System:
RB Drawing No.:
S-526-003 ISO I Resolution Techn.i_
- Equipment Lighting Tools 0 Temp. Gauge S/N: NVA
(
- 1) /10" Division (Scale)
(* Spotlight Q Tape Binoculars Cal Due: N/A Sys. Temp. Ambient OF 1/32" Division (Scale) 0 Direct 0
Mirror 0
Ambient 0
Scale 0
Depth Gauge 1132" Line (Gray Card)
@ Remote 0
Magnifier 0
Flashlight 0
micrometer 0
Comparator Light Meter SIN: T14375 0 See Comments 0
See Comments
- See Comments 0
caiir 0
See Comments Cal Due: 09/1412000 Ilium. Level
> 60 tc Coated:
Q No Yes IWE Examination General VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(
(
Arc Strikes 0
0 Blistering 0
0 0 Gouges 0 Q 0
Precurser Card No.:
. NIA Peeling 0
(
- 0) 0 Surface Discontinuities 0
Discoloration 0
0 Dents 0
0 Acceptable by Cracking 01 Q
0 Surface Irregularities 0
(
0(
Evaluation:
Q Yes Q No Wear
(
0O 0
Other" Q
(0
()
Corrosion (Wastage) 0 Q
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Gratingc Platforms, Work Surfaces.
Liner Plate Layout Drawing S-625-003, Rev. 1, (90° w-1800). See attached supplemental report for additional comments...
~..u:
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
11 1 I1l 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repres a:
Level:
Date:
W/A NIA Hecht, Jeff W.
j i
2/319 Other:
Level:
Date:
A.N.I.I. Review:
Date:
W.A NIA Z-0 0-00
Florida Power Corporation Crystal River Unit 3 Supplemental Report S
Report No.:
VT-99-182 Examiner: Komara, Bernard P. A?.
./9 /4_
Level:
III Examiner NIA Level:
NIA Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.13 Reviewed By NA Level NA C o m p o n e n t I D :
R B L P/
A00 4
L e v e l:
III Component ID:
RBLP-2004 Reviewer/FPC Rep: Hecht. Jeff W.
Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 160' through 242'.
(1) The liner plate has several bulgelbuckle areas at various elevations at various Azimuth locations within this quadrant when viewed at right and oblique angles from the 160' elevation. An example can be viewed at Azimuth 95 degrees,.approximate elevation 165' to 177'. This particular bulgetbuckle is approximately 16" wide, and extends the full length of a liner plate'section. These liner plate bulgesibuckles may be due to original plate rolling, fabrication, and installation. These surface Irregularities are typically symmetrical in shape and vary In length and width.
(2) Two (2) clip angle to liner plate, and eyebolt pad to liner plate weldments were noted between elevations 160' and 165', Azimuth 150 degrees. The clip angle weldments appeared to be coated with light rust, or may have been coated with a brown paint (3) Minor areas of localized miscellaneous coatings damage (scratches, flaking) were identified at various elevations and Azimuth locations in this quadrant. No significant rusting, corrosion, or staining was noted in these areas.
S
Florida Power Corporation Crystal River Unit 3 Outage:
RFO1I Workscope:
ISI Summary No.:
E1.11.13 Component ID:
RBLP-2004 Component
Description:
Various Liner Plates ASME SectioaI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 1VA-NW8 111 E-A E1.11 Work R Report No.:
VT-99-183 Page:
1 of 2
equest No.:
359321 System:
RB rowing No.:
S-525-003 Section Xl, 1992 Edition, 92 Addenda ISO D Resolution Technie Equipment Ughting Tools 0 Temp. Gauge SIN: NIA
() /IO" Division (Scale)
(* Spotlight 0
Tape (0) Binoculars Cal Due: NIA Sys. Temp. Ambient OF 1/3Z' Division (Scale) 0 Direct 0 Mirror 0
Ambient
() Scale 0 Depth Gauge 1/3Z' Line (Gray Card)
Remote 0 Magnifier
(
Flashlight 0
Micrometer 0 Comparator
(
Light Meter S/N: TI-3376 o
0 Caliper 0* Weld Gauge Osee comments 0
See Comments S*
See Comments Q Droplight 0
Cal Q S Comments Cal Due: 08/1M12000 Ilium. Level
> 50 fc Coated:
0 No Y
Yes IWE Examination General VT-I Vr-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Q
0 Arc Strikes
(
0 Q Blistering 0
0 Q Gouges
(
0 0
Precurser Card No.:
N/A Peeling 0
(
0 Surface Discontinuities Q
(@) (9)
Discoloration 0
(
0 Dents
(§)
0 0
Acceptable by Cracking 0 Q Q
Surface Irregularities Q
- Evaluation:
Q Yes Q No Wear 0
0 Other Q
- )
0 Corrosion (Wastage)
(13 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing S-5254103,,Rev. 1, (90° -180*). See attached supplemental reporl for additional comments...
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P. 4.
Il1 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represe,
ie:
Level:
Date:
N/A N/A Hecht, Jeff W.
III 12/1311999 Other Level:
Date:
A.N.I.I. Review:
Date:
NIA N/A I-~
I~
I Z-?-
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-183 Examiner Komara, Bernard P. 9 /. /4l Level:
III Examiner NWA Level:
NIA Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.13 Reviewed By. N/A Level:
NIA Component ID:
RBLP-2004 j'
C:ReviewerFPC Rep:- Hecht Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 160' through 242'.
(1) The liner plate has several bulge/buckle areas at various elevations at various Azimuth locations within this quadrant when viewed at right and oblique angles from the 160' elevation. An example can be viewed at Azimuth 95 degrees, approximate elevation 165' to 177'. This particular bulge/buckle is approximately 16" wide, and extends the full length of a liner plate section. These liner plate bulges/buckles may be due to original plate rolling, fabrication, and installation. These surface irregularities are typically symmetrical in shape and vary in length and width.
(2) Two (2) clip angle to liner plate, and eyebolt pad to liner plate weldments were noted between elevations 160' and 165', Azimuth 150 degrees. The clip angle weldments appeared to be coated with light rust, or may have been coated with a brown paint.
(3) Minor areas of localized miscellaneous coatings damage (scratches, flaking) were identified at various elevations and Azimuth locations in this quadrant. No significant rusting, corrosion, or staining was noted in these areas.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISt Summary No.:
E1.11.12 Component ID:
RBLP-2003 Component
Description:
Various Liner Plate, Pens.
ASME SectioAi - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 J VA-N18 111 E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work F Report No.:
VT-90-190 Page:
1 of 2
Request No..
359321 System:
)rawlng No.:
S-25-003
(
ISO E Resolution Technique Equipment Ughtina Tools 0 Temp. Gauge S/N: NIA
- 1/10" Division (Scale)
Spotlight Tape Binoculars Cal Due: NIA Syr. Temp Ambient0 F (i) 1/32-Division (Scale)
Direct 0
Mirror 0 Ambient C*) Scale 0
Depth Gauge 1/37' Line (Gray Card)
@) Remote 0
Magnifier Flaslight 0
Micrometer 0 Comparator Light Meter S/N: TI-3376 0 Caliper 0
See Comments
- 0 See Comments 0 Droplight 0
Level 0 see Comments Cal Due: 08/1412000 Ilium. Level
> 50 Ic Coated:
0 No Yes IWE Examination General VT-1 C
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval NIA Sat Eval Precurser Card:
0 Yes No Flaking 0
Arc Strikes 0
0 Blistering 0
(
03 0
Gouges (0) 0 0
Precurser Card No.:
N/A Peeling 0
j (1
Surface Discontinuities 0
0 Discoloration 0
(1 (i
Dents 0
0 Acceptable by Cracking (13 0
0 Surface Irregularities 0
(1
(
Evaluation:
Q Yes O
No Wear
(
0 0
Other Q
0 Corrosion (Wastage)
(9) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-525-003, Rev. 1,1(906 - 1800). See attached supplemental report for additional comments.,....
4
- s..
.7 Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
111
/s",i...
,1!........ 10,21/1999 N/A NIA Examiner:
Level:
Date:
Reviewed By FPC Represeat Level:
Date:
N/A N/A Hecht, Jeff W.
Iln 1211311999 Other:
Level:
Date:
A.N.l I, Review:
Date:
N/A N/A I_____
1 2-0-00 1
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-180 Examiner: Komara, Bernard P. d.1/40.
Level:
Ill Examiner: NIA Level:
N/A Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.12 Reviewed By: NIA Level:
NIA Component ID:
RBLP-2003 Reviewer/FPC Rep: Hecht, JeffW.<(
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examinations conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 119' through 160'.
(1) A pipe coupling is directly seal welded to the liner plate at approximate elevation 140', approximate Azimuth 91 degrees, above and to the left of penetration 212. A plug Is Installed in, and seal welded to the coupling. The plug to coupling and coupling to liner plate seal welds were coated, and did not exhibit any discoloration or discontinuitles.
(2) The liner plate exhibits an approximate 4" x 8" uncoated area at elevation 155', Azimuth 90 degrees. Coatings adjacent to this area appear to be peeling. Surface rust is visible in this area. There is no evidence of corrosion or blistering present (3) Localized areas of miscellaneous coatings damage (scratches/flaking) and oil/grease discoloration were identified In multiple areas between elevation 119' and 160', Azimuth 90 degrees - 180 degrees. There was no evidence of corrosion or blistering noted in these areas.
(4) Four (4) clip angle to liner plate, and eyebolt pad to liner plate weldments were noted between elevations 119' and 160', Azimuth 150 degrees. The clip angle weldments appeared to be coated with light rust, or have been coated with a brown paint.
(5) There are numerous areas of localized chipped/scratched coatings between elevation 119' and 160', Azimuth 90 degrees - 180 degrees. There was no evidence of corrosion or blistering noted in these areas. Most damaged coatings appeared to be primarily due to equipment/material handling In the lifting bay and adjacent areas.
(6) What appeared to be a scaffold pole was identified resting unrestrained on duct framing steel at approximate elevation 150',
Azimuth 110. This condition was identified to the RB Coordinator who initiated steps to have the item removed. The liner plate behind the ductwork was inaccessible for direct visual examination. No damage was noted through remote examination.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO1I Workscope:
ISl Summary No.:
E1.11.12 Component ID:
RBLP-2003 Component
Description:
Various Liner Plate, Pens.
ASME Sectiol*l - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 III E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-181 Page:
1 of 2
tequest No.:
359321 System:
RB Drawing No.:
S-626-003 ISO (
Resolution Technique Eauilment Lighting Tools 0 Temp. Gauge S/N: N/A (1
/10" Division (Scale)
(§) Spotlight Tape Binoculars Cal Due: NIA Sys. Temp. Ambient OF
(* 1/32" Division (Scale)
Direct (1 Mirror 0
b
()
Scale 0
Depth Gauge
@) 1/32" Line (Gray Card)
Remote 0
Magnifier 0
Flashlight 0 Micrometer 0
Comparator Light Meter S/N: TI-3375 o.See Comments 0
See Comments See Comments 1 0o p
Level 0
e Comments Cal Due: 08/14/2000 Ilium. Level
> 60 fc Coated:
0 No Yes IWE Examination (13 General 0
VT-i (1 3 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (j) No Flaking Q
(*
(1 Arc Strikes
(
- 0) 0 Q Blistering 0
(0 0
Gouges (13 0
0 Precurser Card No.:
N/A Peeling 0
00 Surface Discontinuities (13 0
0 Discoloration 0
0 Dents 0
0 Acceptable by Cracking so 0
0 Surface Irregularities 0
(1)
(13 Evaluation:
0 Yes 0
No Wear 0
0 Other 0
Corrosion (Wastage)
(1 0
0 Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
- Liner Plate Layout Drawing S-626-003, Rev:1., (900 - 180*). See attached supplemental-report for additional comments....
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
,/8t.
11?
h Ill 10/2111999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repren Level:
Date:
NIA N/A Hecht, Jeff W.
III 12/1311999 Other:
Level:
Date:
A.N.l.I. Review:
Date:
N/A N/A loe~
I~-t--
?-a~-
O
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-181 Examiner: Komara, Bernard P.
- ./.
/
Level:
III Page:
2 of 2
Examiner: NIA Level:
NIA Summary No.:
E1.11.12 Reviewed By: NIA Level:
NIA Component 10:
RBLP-2003 ReviewerFPC Rep: Hecht~ Jeff W Level:
Ill Comments:
The following discontinuities were noted during the IWE Visual Examinations conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 119' through 160'.
(1) A pipe coupling is directly seal welded to the liner plate at approximate elevation 140', approximate Azimuth 91 degrees, above and to the left of penetration 212. A plug is installed In, and seal welded to the coupling. The plug to coupling and coupling to liner plate seal welds were coated, and did not exhibit any discoloration or discontinuities.
(2) The liner plate exhibits an approximate 4" x 8" uncoated area at elevation 155', Azimuth 90 degrees. Coatings adjacent to this area appear to be peeling. Surface rust Is visible in this area. There is no evidence of corrosion or blistering present.
(3) Localized areas of miscellaneous coatings damage (scratches/flaking) and oil/grease discoloration were identified in multple areas between elevation 119' and 160', Azimuth 90 degrees - 180 degrees. There was no evidence of corrosion or blistering noted in these areas.
(4) Four (4) clip angle to liner plate, and eyebolt pad to liner plate weldments were noted between elevations 119' and 160', Azimuth 150 degrees. The clip angle weldments appeared to be coated with light rust, or have been coated with a brown paint.
(5) There are numerous areas of localized chipped/scratched coatings between elevation 119' and 160', Azimuth 90 degrees - 180 degrees. There was no evidence of corrosion or blistering noted in these areas. Most damaged coatings appeared to be primarily due to equipment/material handling in the lifting bay and adjacent areas.
(6) What appeared to be a scaffold pole was identified resting unrestrained on duct framing steel at approximate elevation 150',
Azimuth 110. This condition was identified to the RB Coordinator who initiated steps to have the item removed. The liner plate behind the ductwork was inaccessible for direct visual examination. No damage was noted through remote examination.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
E1.111.1 Component ID:
RBLP-2002 Component
Description:
Various Liner Plate, Pens.
ASME Sectio l - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 1 VA-N18 1/1 E-A Re E1.11 Section Xl, 1992 Edition, 92 Addenda Work Req ISO Drai port No.:
VT-99-178 Page:
1 of 2
uest No.:
359321 System:
RB wng No.:
S-625-003 Resolution Technique Equipment Uahting Tools 0 Temp. Gauge S/N: N/A (9 1/10" Division (Scale) 0 Spotlight
) Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient O F 1/3Z' Divislon (Scale)
Direct I* Mirror o Ambient Scale
(* Depth Gauge
- !) 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0 Comparator Light Meter S/N: TI-3374 m0 Caliper 0
Weld Gauge O See Comments 0* See Comments (*) See Comments o) Droplight (0
Level 0 See Comments Cal Due: 08/14/2000 Ilium. Level
>60 fc Coated:
0 No Yes IWE Examination General VT.1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
0 Arc Strikes 0
0 Blistering 0
0 Q Gouges 0 Q Q
Precurser Card No.:
N/A Peeling 0
0 Q Surface Discontinuities 0
Discoloration 0
(1 (1
Dents (1) 0 0
Acceptable by Cracking (13 0
0 Surface Irregularities 0
(
03 Q
Evaluation:
0 Yes 0
No Wear (13 0
0 Other 0
Corrosion (Wastage)
(1 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces;. Scaffold; Step Ladder; Extension Ladder.
.'; Liner.Plate Layout Drawing S-526-003, Rev: 1. (90 -.190*). See attached supplemental report for additional comments.
4 Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
,1 11 Ill 10/1811999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC RepresentaJ)
/
Level:
Date:
N/A N/A Hecht, Jeff W.
1l 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A I
-4 1 Z-
'ý-'-'
- Florida Power Corporation Crystal River Unit 3 Supplemental Report 0
Report No.:
VTr-99-178 Examiner: Komara, Bernard P.
'0../ /j Level:
Ill Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.11 Reviewed By: NIA Level:
NIA Component ID:
RBLP-2002 Reviewer/FPC Rep: Hecht, Jeff W. '-*./-Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 95' through 119'.
(1) There are multiple areas of localized chippedlscratched coatings on the liner plate between Azimuth locations 90 degrees to 180 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during IID appears to have been caused during this outage as a result of scaffold installation and staging of equipmentlmaterials. There is no evidence of rust, corrosion or blistering in these areas.
(2) Areas of moderate grease/oil staining identified between approximate elevations 106' - 119'; between Azimuth 55 degrees - 60 degrees. The staining appears to be a continuation of a similar condition identified at higher elevations. This condition appears to have pre-existed prior to the 1ID Shutdown since liner coated during the shutdown does not evidence the staining in significant amounts. There is no evidence of rust, corrosion or blistering in these areas.
(3) The moisture barrier between Azimuth locations 90 degrees to 180 degrees, at the 95' elevation was visually examined on 101J prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier interface.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
E1.11.11 Component ID:
RBLP-2002 Component
Description:
Various Liner Plate, Pens.
ASME Sectio l - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT.N17 I VA-N18 1i1 E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-179 Page:
1 of 2
Request No.:
369321 System:
RB Drawing No.:
S-525-003 ISO (
Resolution Technique Equipment Lighting Tools 0 Temp. Gauge SIN: N/A
- 1/10" Division (Scale) 0 Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient O F 1/32" Division (Scale)
Direct
(*) Mirror 0
Ambient Scale Depth Gauge S0 Caiprmeer 0* Welmpaugoe
)
Lgh ee /N 137 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
micrometer 0
comparator Light Meter SIN: TI-3374 o See Comments 0
See Comments See Comments 0
D
(
Level r Comments Cal Due: 09114/2000 Ilium. Level
> 50 Ic Coated:
0 No Yes IWE Examination General V
VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes e
No Flaking 0
0 Q Arc Strikes 0 0 0
Blistering 0
0 Q Gouges 0 Q Q
Precurser Card No.:
N/A Peeling 0
0 Q Surface Discontinuities Q 0
- Discoloration 0
(0)
)
Dents (1) 0 0
Acceptable by Cracking 0
0 Surface Irregularities 0
0 Q Evaluation:
Q Yes Q No Wear 0 Q Other O
Corrosion (Wastage) 0 Q
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces-Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S5-26-003, Rev. 1, (900 - 1800). See attached supplemental report for additional comments..
Examinalion Results:
SAT Examiner:.
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P. 4.,*
Ill 10/11/1999 NIA N/A Examiner:
Level:
Date:
Reviewed By FPC Represe e:
Level:
Date:
N/A N/A Hecht, Jeff W.
III 12113/1999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
NIA NIA
-Z--
- Florida Power Corporation Crystal River Unit 3 "
Supplemental Report 0
Report No.:
VT-99-179 Examiner. Komara, Bernard P.
, P /,....,,..
Level:
III Examiner NIA Level:
NWA Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.11 Reviewed By: NIA Level:
NIA Compnent 10:
RBLP-2002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
iII Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 90 degrees to 180 degrees, between elevations 95' through 119'.
(1) There are multiple areas of localized chipped/scratched coatings on the liner plate between Azimuth locations 90 degrees to 180 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during 11D appears to have been caused during this outage as a result of scaffold installation and staging of equipmentimaterials. There is no evidence of rust, corrosion or blistering in these areas.
(2) Areas of moderate grease/oil staining identified between approximate elevations 106' - 119'; between Azimuth 55 degrees - 60 degrees. The staining appears to be a continuation of a similar condition identified at higher elevations. This condition appears to have pre-existed prior to the 110 Shutdown since liner coated during the shutdown does not evidence the staining in significant amounts. There is no evidence of rust, corrosion or blistering in these areas.
(3) The moisture barrier between Azimuth locations 90 degrees to 180 degrees, at the 95' elevation was visually examined on 10/50 prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier interface.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISl Summary No.:
E1.11.24 Component ID:
RBLP-4005 Component
Description:
Various Liner Plateg ASME SectioaI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 / VA-N18 III E-A Work F Report No.:
VT-99-176 Page:
1 of 2
tequest No.:
3569321 System:
RB Drawing No.;
S-525-005 EI.11 Section XI, 1992 Edition, 92 Addenda ISO C Resolution Technique Equipment LUahtlng Tools 0
Temp. Gauge SIN: N/A 1/10" Division (Scale)
(* Spotlight 0
Tape 0 Binoculars Cal Due: N/A Sys. Temp. Ambient ' F 1/32" DMsion (Scale) 0 Direct 0
Mirror o Ambient 0
Scale 0
Depth Gauge 1/32-Line (Gray Card)
Remote 0 Magnifier 0
Flashlight 0
Micrometer 0
Comparator Light Meter S/N: TI-3376 0
Caliper 0
e Comments (See Commets Q) Droplight Q Level Q
Comments Cal Due: 0811412000 Ilium. Level 00 Lc Coated:
0 No Yes IWE Examination
)General VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
@) No Flaking 0
(*)
Arc Strikes
(
- 0) 0 Q Blistering 0
0 Q Gouges
(
0 Q
Precurser Card No.:
N/A Peeling 0
0 Q Surface Discontinuities 0
Discoloration 0
(
Dents (1) 0 0
Acceptable by Cracking
()
0 0
Surface Irregularities 0
(
(*
Evaluation:
D Yes Q No Wear 0
Q Other" 0
(
Corrosion (Wastage) 0 Q O
Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating; Platforms, Work Surfaces.
Liner PlateLayout Drawing S425-006, Rev..1, (270! -360°). See attached supplemental report for additional.comrnments.
YR Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
/1.
/0 Iil 10/2311999 NIA N/A Examiner:
Level:
Date:
Reviewed By FPC Rep Level:
Date:
N/A N/A Hecht, Jeff 11i 12113/1999 Other:
Level:
Date:
A.N.I.I Review:
Date:
N/A NIA 1
--4O o
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-176 Examiner. Komara, Bernard P.
- ) p Level:
III Examiner, NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.24 Reviewed By: NIA Level:
N/A Component ID:
RBLP-4005 ReviewerIFPC Rep: Hecht, JeffIW.II Level Heht JffW Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 242' through 250'.
(1) Areas of localized miscellaneous coatings damage (chippinglscratches/flaking) were Identified at random Azimuth locations in this quadrant Light surface rust was Identified at some of these locations. There was no evidence of corrosion or rust staining in these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
0 "1
p
Florida Power Corporation Crystal River Unit 3 ASME Sectioal - Subsection IWE Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.24 Component ID:
RBLP-4005 nt
Description:
Various Liner Plate$
Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 111 E-A EI.11 Work R Report No.:
VT-99-177 Page:
1 of 2
,equest No.:
359321 System:
RB Drawing No.:
S-526-005 Compone Section Xl, 1992 Edition, 92 Addenda ISO E Resolution Techniuaq Liuhting Tools 0
Temp. Gauge S/N: NIA (1)1110" Division (Scale)
@) Spotlight 0
Tape (1 Binoculars Cal Due: NIA Sys. Temp. Ambient F
(131 /32" Division (Scale) 0 Direct 0 Mirror o Ambient 0
Scale 0 Depth Gauge 1/32" Line (Gray Card)
Remote 0
Magnifier 0
Flashlight 0
Micrometer 0
Comparator (1
Light Meter S/N: TI-3375 o
0 Caliper 0 Weld Gauge o See Comments 0
See Comments (
See Comments 0 Droplight
- 0. Level See Comments Cal Due: 0/14/2000 IlIum. Level
>50 fc Coated:
0 No (1 Yes IWE Examination (1 General 0
VT-t (1
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (1 No Flaking 0
(13
()
Arc Strikes
(
03 0 Q Blistering 0
(
03 Q
Gouges 013 0 Q Precurser Card No.:
N/A Peeling 0
(
0 Q Surface Discontinuities 0
(13 (1
Discoloration 0
(13 (13 Dents
()
0 0
Acceptable by Cracking (13 0
0 Surface Irregularities 0
(13 (1
Evaluation:
Q Yes Q No Wear (19 0
0 Other*
Q I1 (03 Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces..
Liner Plate Layout Drawing S-626-005, Rev. 1, (270' - 360°)..See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
[11 A /
.i 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representativ Level:
Date:
N/A N/A Hecht, Jeff W.
M Il 12/13/1999 Other:.
Level:
Date:
A.N.l.I. Review:
(
Date:
N/A N/A I-8-o00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-177 Examiner Komara, Bernard P.
Level:
III Examiner. N/A
- Level*
N/A Page:
2 of 2
Other NWA Level:
N/A Summary No.:
E1.11.24 Reviewed By: N/A Level:
N/A Comonet I: RLP-005ReviewerlFPC Rep: Hecht, Jeff W.
Level:
[it Comments:
The following discontinuities were noted during the PIWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 242' through 250'.
(1) Areas of localized miscellaneous coatings damage (ch(pping/scratchesffiakling) were identified at random Azimuth locations In this quadrant Light surface rust was identified at some of these locations. There was no evidence'of corrosion or rust staining In these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
S I
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.22 Component ID:
RBLP-4003 Component
Description:
Various Liner Plate, Pens.
ASME SectiolkI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N171 VA-NIU ill E-A Re Section Xl, 1992 Edition, 92 Addenda Work Reqi ISO Draw port No.:
VT-99-172 Page:
1 of 2
uest No.:
369321 System:
RB ving No.:
S-626-005 Resolution Techniue Eauiimnent Lighting T
0 Temp. Gauge S/N: N/A
(* 1110" Division (Scale)
(13 Spotlight (9) Tape Q Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1)1/32" Division (Scale)
(1 Direct (13 Mirror 0 Ambient
(* Scale 0 Depth Gauge
- 1/32" Une (Gray Card) 0 Remote
(
Magnifier Flashlight 0
Micrometer 0 Comparator
()
Light Meter S/N: TI-3375 0D caliper
s comments (* See Comments Q l
Q i
Q e
Cal Due: 08/14/2000 Ilium. Level
> 60 fc Coated:
Q No
@) Yes IWE Examination
() General (1) VT-I Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
()
No Flaking 0
(1
()
Arc Strikes 01 Q
Q Blistering 0
(
03 Q
Gouges
- 0) Q Q
Precurser Card No.:
N/A Peeling 0(13 (1
Surface Discontinuities Q
(*)
Discoloration Q
(1)
(1)
Dents (1) 0 Q
Acceptable by Cracking (13 0
0 Surface Irregularities 0
(9) (
Evaluation:
0 Yes 0
No Wear 0
0 Othe0 Corrosion (Wastage) 1 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
, Liner Plate Layout Drawing:S-526.005, Rev. 1,-(2700.3600). See:attached supplemental report for additional comments.. -..
.z'.*
~.
Examination Results:
SAT Examiner Level:
Date:,
Reviewed By:
Level:
Date:
Komara, Bernard P.
. A?.
III 10/2111999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative:,
Level:
Date:
N/A N/A Hecht, Jeff W.
- =*
/
I ill 1211311999 Other.
Level:
Date:
A.N.I.I. Review.
/
Date:
N/A W/A 1
4A1 2 -800 m t
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-172 Examiner Komara, Bernard P.
. /4..
Level:
III Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.22 Reviewed By NIA Level:
NIA Component ID:
RBLP-4003 Reviewer/FPC Rep: Hecht, Jeff W. <¶/
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 119' through 160'.
(1) Localized areas of oillgrease discoloration were Identified near penetrations 409,410, 411, and 412 near approximate elevation 140', approximate Azimuth 310 degrees - 330 degrees. There was no evidence of rust, corrosion, or blistering/flakinglpeeling coatings noted in these areas.
(2) The liner plate has a bulgelbuckle area at approximate elevation 140', approximate Azimuth 315 degrees, when viewed at right and oblique angles. This surface irregularity is typically symmetrical in shape and is similar to others previously identified.
(3) The area between Azimuth 270 degrees through 305 degrees from elevation 119' through 160' is inaccessible for IWE Visual Examination due to the physical location of the upper portion of the refueling canal in this area. Other than the following conditions and those previously identified on adjoining accessible surfaces, there was no evidence of degradation in the inaccessible area.
(4) Fluid was noted dripping from the end of a horizontal length of channel steel Inverted and seal.welded to the liner plate at approximate elevation 145', approximate Azimuth 310 degrees. (NOTE: Installation of channel steel in this configuration was previously Identified and described). This location is adjacent to the Inaccessible area behind the upper elevation of the incore room and the lower elevation of the refueling canal. Subsequent examination determined that the fluid originated from a work area established on the 180' elevation near the top of the incore pit where a mop and bucket of water were being used and apparently spilled. The slope of the floor caused the fluid to drain over the edge to the elevation and location where it was identified.
(NOTE: Follow-up examinations on October 23 and 25, 1999 determined that the area in question was dry, and other than the steel channel surface corrosion discontinuity previously identified, no additional coatings degradation was noted.)
(5) Additionally, to the extent unaided direct viewing of approximately 18" into the area between the liner plate and the concrete structure enclosing the refueling canal and upper elevation of the incore room was possible, observation determined that there are remnants of visquene which appear to be partially embedded in the concrete structure from approximate elevation 140' to 150'. This material may have been there from construction.
(NOTE: No evidence of this condition was identified on the opposite end of the concrete structure when viewed with unaided direct vision within the same elevation parameters at approximate Azimuth 255 degrees.)
(6) Several localized areas of peeling paint were identified at approximate elevation 180', Azimuth 300 degrees. There was no evidence of corrosion or rust noted.
(7) Other localized areas of miscellaneous coatings damage (chippinglscratchesfflaking were identifimd in multiple areas between elevation 119' and 160', Azimuth 720 degrees - 36010 degrees). There was no evidence of corrosion or blistering noted; and evidence of only light surface rust In some of these areas.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.22 Component ID:
RBLP-4003 Component
Description:
Various Liner Plate, Pens.
ASME SectiolI - Subsection IWE Proc. No.lAccp. Proc.:
Proc. Rev.JAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N19 1/11 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-173 Page:
1 of 2
equest No.:
369321 System:
RB roawing No.:
S-625-005 ISO D Resolution Tohnigue Eguiomeut Ughtina Tools Q Temp. Gauge S/N: WA
)1/10- Division (Scale)
- Spotlight
() Tape 0 Binoculars Cal Due: WA Sys. Temp. Ambient OF (1)1/32 Division (Scale)
()
Direct Mirror 0 Ambient
(
Scale 0
Depth Gauge 1t/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0 Comparator Light Meter SIN: -n.3378 see co/mmeLinet(GraysCard) 0 see como ente 0 ee Com mentsC l
Caliper 0
Weld Gauge Cal Due: 09/1 000 Illum. Level
> 50 ic
)see Comments 0
see comments See Comments 0 Droplight 10 Level 0 See Comments Coated:
Q No
(
Y)
Ye lIWE Examination General Q VT1 i
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precursor Card:
C) Yes No Flaking 0
()
(
Arc Strikes
)
0 0
Blistering 0
0 Gouges
(
- 0) 0 0 Precurser Card No.:
N/A Peeling 0
Surface Discontinuities 0
@1
- Discoloration 0
(19 (13 Dents
(#
0 0
Acceptable by Cracking (13 0
0 Surface Irregularities 0
- 0)
()
Evaluation:
Q Yes Q No Wear (1
0 0
Other 0
Corrosion (Wastage) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder;Extension Ladder.
Liner Plate Layout Drawing S-26-005, Rev:1,, (270O -360*). See attached supplemental report for additional comments.
Examination Results:
. SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Kornara, Bernard P.
0.,
/0 Ill 10/21/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representabl:
Level:
Date:
N/A N/A Hecht, JeffW.
Il 12/1311999 Other:
Level:
Date:
ANI.I. Review:
Date:
N/A N/A 2
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-173 Examiner: Komara, Bernard P.
/O: 9 Level:
III Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.22 Reviewed By:. NIA Level:
NIA ComponentID:_RBLP_400 ReviewerlFPC Rep: Hecht~ Jeff W.
Level: Ill Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 119' through 160'.
(1) Localized areas of oillgrease discoloration were identified near penetrations 409, 410, 411, and 412 near approximate elevation 140', approximate Azimuth 310 degrees - 330 degrees. There was no evidence of rust, corrosion, or blistering/flakinglpeeling coatings noted in these areas.
(2) The liner plate has a bulgelbuckle area at approximate elevation 140', approximate Azimuth 315 degrees, when viewed at right and oblique angles. This surface irregularity is typically symmetrical In shape and is similar to others previously identified.
(3) The area between Azimuth 270 degrees through 305 degrees from elevation 119' through 160' Is Inaccessible for IWE Visual Examination due to the physical location of the upper portion of the refueling canal in this area. Other than the following conditions and those previously identified on adjoining accessible surfaces, there was no evidence of degradation in the inaccessible area. 0 (4) Fluid was noted dripping from the end of a horizontal length of channel steel inverted and seal welded to the liner plate at approximate elevation 145', approximate Azimuth 310 degrees. (NOTE: Installation of channel steel in this configuration was previously Identified and described). This location is adjacent to the inaccessible area behind the upper elevation of the incore room and the lower elevation of the refueling canal. Subsequent examination determined that the fluid originated from a work area established on the 160' elevation near the top of the incore pit where a mop and bucket of water were being used and apparently spilled. The slope of the floor caused the fluid to drain over the edge to the elevation and location where it was identified.
(NOTE: Follow-up examinations on October 23 and 25, 1999 determined that the area In question was dry, and other than the steel channel surface corrosion discontinuity previously identified, no additional coatings degradation was noted.)
(5) Additionally, to the extent unaided direct viewing of approximately 18" into the area between the liner plate and the concrete structure enclosing the refueling canal and upper elevation of the incore room was possible, observation determined that there are remnants of visquene which appear to be partially embedded in the concrete structure from approximate elevation 140' to 150'. This material may have been there from construction.
(NOTE: No evidence of this condition was identified on the opposite end of the concrete structure when viewed with unaided direct vision within the same elevation parameters at approximate Azimuth 255 degrees.)
(6) Several localized areas of peeling paint were identified at approximate elevation 180', Azimuth 300 degrees. There was no evidence of corrosion or rust noted.
(7) Other localized areas of miscellaneous coatings damage (chippinglscratches/flaking were identified in multiple areas between elevation 119' and 160', Azimuth 720 degrees - 36010 degrees). There was no evidence of corrosion'or blistering noted; and evidence of only light surface rust in some of these areas.
Florida Power Corporation Crystal River Unit 3 Outage:
RFOI1 Workscope:
ISf Summary No.:-
E1.11.23 Component ID:
RBLP-4004 Component
Description:
Various Liner Plates ASME SectiolkI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 IlVA-NIS1 III E-A Work F Report No.:
VT-99-174 Page:
1 of 2
Request No.:
359321 System:
)rawing No.:
S-625-005 EI.11 Section XI, 1992 Edition, 92 Addenda ISO Resolution Technique Eauioment Lightin Tools 0
Temp. Gauge SIN: NIA 1 A110" Division (Scale)
(* Spotlight 0 Tape
- ) Binoculars C0l Due: N/A Sys. Temp. Ambient o F 1 132" Division (Scale) 0 Direct 0 Mirror Ambient 0
Scale 0 Depth Gauge 11/37 Line (Gray Card)
(*
Remote 0
Magnifier 0
Flashlight 0
Micrometer 0
Comparator Light Meter SIN: TI-3375 o
0 Caliper 0
See Comments (*
See Comments ~( Droplight 1
Level 0
see Comments Cal Due: 08114/2000 Ilium. Level
> 50 fc Coated:
0 No Y yes IWE Examination General VT-I Q Vr-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking O
(
Arc Strikes 0
0 Blistering 0
0 Q Gouges 0
0 Q Precurser Card No.:
N/A Peeling 0
0 Surface Discontinuities 0
()
Discoloration 0
C
)
Dents 0
0 0
Acceptable by Cracking 0 Q Surface Irregularities Q
0
()
0 Evaluation:
(
Yes Q No Wear 0 Q Other Q
0 Corrosion (Wastage) 0 Q 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating; Platforms, Work Surfaces.
Liner Plate.Layout Drawing S-526.005;.Rev. 1, (270!'- 360[).-See attached supplemental report for additional comments.',.
.j7; Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Korara, Bernard P.
111 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repre naJfve/
Level:
Date:
NIA N/A Hecht, Jeff W.
/
flt 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:. /
Date:
NIA N/A I-oo
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-174 Examiner Komara, Bernard P. 4' A,.
Level:
III Examiner: NIA Level:
NWA Page:
2 of 2
Other: N/A Level:
NIA Summary No.:
E1.11.23 Reviewed By: NIA Level:
NIA Component ID:
RBLP-4004 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth-locations 270 degrees to 360/0 degrees, between elevations 160' through 242'.
(1) Approximate 8" x 8" areas of uncoated liner plate were identified at Azimuth 335, approximate elevations 172' and 200'. It appears that some type of attachment was either previously removed from this location, or the area was prepped for some type of attachment Installation. Light surface rust appears to exist In these locations; however, there Is no evidence of corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chippinglscratcheslfaking) were Identified at approximate elevation 170'.
between Azimuth locations 335 - 345; and at other random elevations and Azimuth locations in this quadrant Light surface rust was Identified at some of these locations. There was no evidence of corrosion or rust staining In these areas. Protective coatings adjacent to these areas appeared to be Intact, and did not evidence appreciable degradation.
(3) When viewed at right and oblique angles from the 160' elevation, the liner plate exhibits multiple areas of bulgingibuckling at various elevations and Azimuth locations within this quadrant. These liner plate bulgesibuckles are typically symmetrical In shape vary In length and width, and appear to be similar to those previously identified.
.. It,
Florida Power Corporation Crystal River Unit 3 Outage:
RFOll Workscope:
ISI Summary No.:
E1.11.23 Component ID:
RBLP-4004 Component
Description:
Various Liner Plates ASME Sectio*I - Subsection IWE 0
Proc. No./Accp. Proc.:
Proc. Rev.JAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NI 8 E-A E1.11 Work F ISO (
Report No.:
VT-99-175 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-525-005 Section Xl, 1992 Edition, 92 Addenda Resolution Technique Eauinment Lighting Tools 0 Temp. Gauge SIN: N/A
- 1/11" Division (Scale)
Spotlight 0
Tape Binoculars Cal Due: N/A Sys. Temp-Ambient OF 1/32" Division (Scale) 0 Direct 0 Mirror 0
Ambient
( 0 Scale 0
Depth Gauge 1/32" Line (Gray Card)
Remote 0
Magnifier 0
Flashlight 0
Micrometer 0
Comparator 00 Light Meter S/N: TI-3375 o
0 Caliper 0 Weld Gauge o see Comments 0
See Comments *)
See Comments
(* Droplight 1
Level 0
see Comments Cal Due: 08/14/2000 Ilium. Level
- 60 fc Coated:
0 No
(
Yes IWE Examination General 0
VT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Arc Stnkes Q
0 Blistering 0
0 Gouges 0
0 Precurser Card No.:
N/A Peeling 0
- 0) 0 Surface Discontinuities 0
(*)
(* )
Discoloration 0
)
)
Dents 0
0 0
Acceptable by Cracking 0
0 Surface Irregularities 0
Evaluation:
0 Yes 0
No Wear (1)0 0
Other Q
(0)
Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: -Fixed Plant Grating, Platforms, Work Surfaces.
Uner Plate Layout Drawing:S-525-005, Rev.-1, (270t..13600). See attached supplemental-report for.additionalcomnments.;'.,: -..
Examination Results:
. SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Koomara, Bernard P.
1,1 III 10/23/1999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Representlyve:
Level:
Date:
N/A N/A Hecht, Jeff W III 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
NIA N/A I
z-6.-?-O
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No VT-99-175 Examiner: Komara, Bernard P. 6
.Level:
III Examiner: NIA Level:
NWA Other: NIA Level:
N/A Summary No.:
E1.11.23 Reviewed By: N/A Level:
NIA Component ID:
RBLP-4004___________________
_omponent__:_RBLP-_0_4Reviewer/FPC Rep: Hecht, Jeff W.
Level:
II1 Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 160' through 242'.
(1) Approximate 8" x 8" areas of uncoated liner plate were identified at Azimuth 335, approximate elevations 172' and 200'. It appears that some type of attachment was either previously removed from this location, or the area was prepped for some type of attachment Installation. Light surface rust appears to exist in these locations; however, there Is no evidence of corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chippingiscratches/flaking) were identified at approximate elevation 170',
between Azimuth locations 335 - 345; and at other random elevations and Azimuth locations In this quadrant. Light surface rust was identified at some of these locations. There was no evidence of corrosion or rust staining in these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
(3) When viewed at right and oblique angles from the 160' elevation, the liner plate exhibits multiple areas of bulginglbuckling at various elevations and Azimuth locations within this quadrant. These liner plate buiges/buckles are typically symmetrical in shape, vary in length and width, and appear to be similar to those previously identified.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.8 Component ID:
RBLP-1002 Component
Description:
Various Liner Plate, Pens.
ASME SectiolfI - Subsection IWE 0
Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code YearlAddenda:
VT-N17 1VA-N1S 111 E-A El.11 Work F Report No.:
VT-99-145 Page:
1 of 2
Request No.:
3569321 System:
RB Drawing No.:
S-525-002 Section XI, 1992 Edition, 92 Addenda ISO C Resolution Technique Equipment Tools L
0 Temp. Gauge SiN: N/A (91/10" Division (Scale) 0 Spotlight
- .) Tape O Binoculars Cal Due: N/A Sys. Temp. Ambient F
1/32" Division (Scale)
Direct Mirror Ambient
() Scale Depth Gauge 1/3Z Line (Gray Card) 0 Remote 0 Magnifier Flashlight 0
Micrometer 0 Comparator
(
L) ight Meter S/N: TI-3374 0 See Comments 0 S e
nt sS Comments Q Droplight s
L Q See Comments Cal Due: 08/14/2000 Ilium. Level
> 50 fc Coated:
O No
) Yes iWE Examination General
(*) VT-i Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
- )
0 Arc Strikes
()
0 0
Blistering 0
0 Q Gouges j) 0 0
Precurser Card No.:
N/A Peeling 0
(
0 Surface Dlscontinuities 0
Discoloration 0
)
Dents 0
0 Acceptable by Cracking 0
0 Surface Irregularities 0
(
0 Q Evaluation:
Q Yes Q No Wear 0
0 Q
- Other,
Corrosion (Wastage)
(IQ 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Uner Plate Layout Drawing S-525-002, Rev. 1, (00 - 9PO). See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
/
/*.,..ja III 10118/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative: /
Level:
Date:
NIA NIA Hecht, Jeff W.
12113/1999 Other:
Level:
Date:
A.N.I.I. Review:.
Date:
NIA N/A
-1
/4 50 fc Coated:
0 No
() Yes IWE Examination General Q VT-i VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
0 Q Arc Strikes 0
0 Blistering 0
0 Q Gouges
(
0 Q Q
Precurser Card No.:
N/A Peeling 0
0 Surface Discontinuities 0
- )
Discoloration 0
()
()
Dents
(
0 0
Acceptable by Cracking
)
0 0
Surface Irregularities 0
0 Evaluation:
Q Yes Q No Wear 0
0 Other" O
Corrosion (Wastage)
()
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platfom's, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-525-002, Rev. 1, (0* - 90'). See attached supplemental report for additional comments.
Examination Results:
SAT Examiner.
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
11 III 10118/1999 NIA NIA Examiner Level:
Date:
Reviewed By FPC Representati:
Level:
Date:
N/A N/A Hecht, Jeff W.
- Il 12/13/1999 Other:
Level:
Date:
A.N.I.I. Review:.
Date:
NIA N/A 4-6 Z3.oa
Florida Power Corporation Crystal River Unit 3 Outage:
RFOII Workscope:
ISI Summary No.:
EI.11.7 Component ID:
RBLP-1003 Component
Description:
Various Liner Plate, Pens.
ASME SectioaI - Subsection IWE 0
Proc. No./Accp. Proc.:
Proc. RevJ/Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N171 VA-NI1 11 E-A E1.11 Section Xl, 1892 Edition, 92 Addenda Work Report No.:
VT-99-147 Page:
1 of 2
Request No.:
369321 System:
RB Drawing No.:
S-626-002 ISO Resolution Technique Equlament Lighting Tools 0 Temp. Gauge S/N: NIA V
111o" Division (Scale)
Spotlight Tape 0
Binoculars Cat Due: N/A Sys. Temp. Ambient OF
(*) 1/32-Division (Scale)
(
Direct Mirror o Ambient Scale 0 Depth Gauge S1/32W Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0 Micrometer 0 Comparator
(#)
Light Meter SIN: TI-3376 oC0 Caliper 0 Weld Gauge o see Comments 0
see comments see Comments 0 Droplight 0
Level 0 See Comments Cal Due: 08/14/2000 Ilium. Level
> 60 fc Coated:
Q No (Y) Ye IWE Examination General
@) VT'-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
Arc Strikes 0
0 Blistering C
)
0 Gouges 0 Q Precurser Card No,:
W/A Peeling 0
)
Surface Discontinuities (0) 0 0
Discoloration 0
(
0 Dents
(
0 0
Acceptable by Cracking.
0 0 Q Surface Irregularities 0
(0 Evaluation:
Q Yes Q No Wear O
Other 0
(0 Corrosion (Wastage)
(
- 0) Q 0
Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-525-002, Rev. 1, (00 - 906). See attached supplemental report for additional comments Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
11/.1.
fa III 1012111999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repr e:
Level:
Date:
N/A N/A Hecht, Jeff W..<7/
Il 1211311999 Other:
Level:
Date:
A.N.i Review:
Date:
N/A N/A 2-i--
0
- Florida Power Corporation Crystal Unt 3 Supplemental Report Report No.:
VT-99-147 Examiner: Komara, Bernard P.
Level:
III 0
Examiner NIA Level:
NIA Page:
2 of 2
Other NIA Level:
NIA Summary No.:
E1.11.7 Reviewed By. NIA Level:
NIA Component ID:
RBLP-1003 Reviewer/FPC Rep: Hecht, Jeff W. $
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Az:imuth locations 0 degrees to 90 degrees, between elevations 119' through 160'.
(1) Heat damage to coatings at penetrations 105, 106, 107 and 108. Surface rust In areas of coating degradation.
(2) Areas of moderate greaseloil staining identified between approximate elevations 119' - 160'; between Azimuth 55 degrees -60 degrees. It appears that the fluids may have been spilled at some point in time from the 160' elevation. There Is no evidence of rust, corrosion or blistering in these areas.
(3) Areas of moderate grease/oil staining Identified at penetrations 107, 108, and 113 behind the ductwork, between Azimuth 60 degrees - 90 degrees. There Is no evidence of rust, corrosion or blistering in these areas.
(4) The liner plate has a bulgelbuckle at approximate elevation 126', at Azimuth location 15 degrees (next to the elevator). This area can be best viewed from the landing at the 114' elevation.
(5) The liner plate has a bulgelbuckle at approximate elevation 155', at Azimuth location 55 degrees where a duct support is welded to the liner plate, adjacent to a seam weld. This area can be best viewed from the 160' elevation.
tThere are numerous areas of localized chlppedlscratched/flakinglpeeling coatings between Azimuth locatons 0 degrees to 90
- rees, between elevations 119' through 160'. There is no evidence of rust, corrosion or blistering in these areas.
(7) A bolt at a connection point between duct framing steel and a duct support welded to the liner plate was identified as missing at approximate elevation 145' at approximate Azimuth location 55 degrees.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.7 Component ID:
RBLP-1003 Component
Description:
Various Liner Plate, Pens.
ASME Sectionl - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 I1t E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-148 Page:
1 of 2
lequest No.:
359321 System:
RB Drawing No.:
S-626-002 ISO D Resolution Technilae iEquipmnt Lighting Tools 0 Temp. Gauge S/N: N/A
() 1/10" Division (Scale)
- Spotlight Tape 0 Binoculars Cal Due: N/A Sys. Temp. Ambient OF
(
1/32" Division (Scale)
(
Direct
(*) Mirror Q Ambient
(*) Scale 0 Depth Gauge 1/32" Une (Gray Card) 0 Remote
(
Magnifier Flashlight 0 Micrometer 0 Comparator
(
Light Meter S/N: T1-3376 i
0 Caliper 0
See Comments See Comments a Droplight 0
Level 0 See Comments Cal Due: 08114/2000 Ilium. Level
> 60 fc Coated:
0 No Yes IWE Examination General 0
VT-1
@) VT-3 If Not Acceptable by Examination, Engineering Evalualion Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(*) No Flaking 0
(
Arc Strikes
- 0)
Q Q
Blistering 0
0 Q Gouges 0 Q Q
Precurser Card No.:
NIA Peeling 0
(*)
)
Surface Discontinuities 0
0 (
Discoloration 0
0
()
Dents 0
0 0
Acceptable by Cracking
(
03 0 Q Surface Irregularities Q
(@)
(@
Evaluation:
Q Yes Q No Wear (3
0 0
Other 0
Corrosion (Wastage)
(13 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-526-002, Rev. 1, (00 - 900). See attached supplemental report for additional comrrnents..
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
II Ill 10/2111999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repre~ntave:
Level:
Date:
N/A N/A Hecht, Jeff W.
III 12/13/1999 Other:
Level:
Date:
A.N.I.I. Review.
y Date:
N/A N/A
. o o
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No,:
VT-99-148 Examiner: Komara, Bernard P.
4*.
Level:
III Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.7 Reviewed By: N/A Level:
N/A Component ID:
RBLP-1003 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 0 degrees to 90 degrees, between elevations 119' through 160'.
(1) Heat damage to coatings at penetrations 105, 106, 107 and 108. Surface rust in areas of coating degradation.
(2) Areas of moderate greaseloil staining identified between approximate elevations 119' - 160'; between Azimuth 55 degrees - 60 degrees. It appears that the fluids may have been spilled at some point in time from the 160' elevation. There is no evidence of rust, corrosion or blistering in these areas.
(3) Areas of moderate grease/oil staining identified at penetrations 107, 108, and 113 behind the ductwork, between Azimuth 60 degrees - 90 degrees. There Is no evidence of rust, corrosion or blistering in these areas.
(4) The liner plate has a bulge/buckle at approximate elevation 126', at Azimuth location 15 degrees (next to the elevator). This area can be best viewed from the landing at the 114' elevation.
(5) The liner plate has a bulge/buckle at approximate elevation 155', at Azimuth location 55 degrees where a duct support is welded to the liner plate, adjacent to a seam weld. This area can be best viewed from the 160' elevation.
VThere are numerous areas of localized chipped/scratched/flaking/peeling coatings between Azimuth locations 0 degrees to 90 tgrees, between elevations 119' through 160'. There is no evidence of rust, corrosion or blistering in these areas.
(7) A bolt at a connection point between duct framing steel and a duct support welded to the liner plate was Identified as missing at approximate elevation 145' at approximate Azimuth location 55 degrees.
p
Florida Power Corporation Crystal River Unit 3 Outage:
RFOII Workscope:
ISI Summary No.:
E1.11.8 Component ID:
RBLP-1004 Component
Description:
Various Liner Plate ASME SectiotI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-NI1 I VA-NI1 11 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-49-149 Page:
1 of 2
tequest No.:
359321 System:
RB Draving No.:
8-6265002 ISO E Resolution Technique EQuipment U
n I
Temp. Gauge SIN: N/A
(*) 1/10" Division (Scale)
Spotlight 0
Tape
(*) Binoculars Cal Due: N/A Sys. Temp. Ambient OF
(*) 1/32" Division (Scale) 0 Direct 0 Mirror o Ambient 0
Scale 0 Depth Gauge 1/32" Line (Gray Card)
Remote 0
Magnifier 0
Flashlight 0
Micmeter 0 Comparator Light Meter SIN: TI-3375 o see Comments 0
See Comments
- See Comments 0
cp e r Se0 Comments Cal Due: 08114/2000 Ilium. Level
>60 fc Coated:
Q No I) Yes IWE Examination General QVT-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q) Yes No Flaking 0
Arc Strikes
(
0 Q Q
Blistering 0
(*)
0 Gouges 0 O 0
Precurser Card No.:
N/A Peeling 0
(19 (1
Surface Discontinuities (19 0 Q Discoloration 0
0 Dents 0
0 Acceptable by Cracking
(
0 Q Surface Irreguarities Q
(
(
Evaluation:
(D Yes O No Wear (19 0
0 Otler 0
(1 0
Corrosion (Wastage) 01 Q 0
Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Wc;.-k Surfaces.
Liner Plate Layout Drawing S-625-002, Rev. 1, (0° - 90!). See attached supplemental report for additional comments.......
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
- f.
III 10/23/1999 NIA N/A Examiner Level:
Date:
Reviewed By FPC Representa
- f Level:
Date:
N/A N/A Hecht, Jeff W.
1 III 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:
f Date:
N/A NIA 1
1 1
o-0
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-149 Examiner Komara, Bernard P. /
Level:
III P
Examiner: N/A Level:
NIA Page:
2 of 2
Other: N/A Level:
NIA Summary No.:
E1.11.8 Reviewed By: NIA Level:
NIA Component ID:
RBLP-1O04..
/
ComponetID:_RLP_100 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 0 degrees to 90 degrees, between elevations 160' through 242'.
(1) Localized miscellaneous coatings damage (scratches, flakinglpeeling) Identified at approximate elevation 180', Azimuth 55 degrees. No rust, corrosion, or staining was noted in these areas.
(2) The liner plate has several bulgelbuckle areas at various elevations at various Azimuth locations when viewed at right and oblique angles from the 160' elevation. These areas may be due to original plate rolling, fabrication, and Installation. These surface irregularities are typically symmetrical in shape and vary In length and width.
0 W
Florida Power Corporation Crystal River Unit 3 Outage:
RFOII Workscope:
ISI Summary No.:
EI.11.8 Component ID:
RBLP-1004 Component
Description:
Various Liner Plates ASME SectiopI - Subsection IWE Proc. No./Accp. Proc.:
Proc. ReviAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17IVA-N1S 111 E-A E1.111 Section Xl, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-160 Page:
1 of 2
,equest No.:
359321 System:
RIB
- rawing No.:
S6-26-002 ISO D Resolutio Technique Equipflment Lighting Tools 0
Temp. Gauge S/N: NIA II/ta" Division (Scale)
() Spollight 0 Tape (I) Binoculars Cal Due: NIA Sys. Temp. Ambient F
(M) 1/3" Division (Scale) 0 Direct 0 Minor 0 Ambient 0
Scale 0
Depth Gauge 1/32-Line (Gray Card)
(* Remote 0
Magnifier Flashlight 0 Micrometer 0
Comparator
)
Light Meter S/N: TI-3376 see Comments 0
See Comments See Comments 0
Droslight 0
ler 0
See Comments Cal Due: 08914/2000 Ilium. Level
> 60 fc Coated:
0 No Y
Yes
[WE Examination
(*) General Q VT-I VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
()
No Flaking 0
(*)
(*)
Arc Strikes 0
0 Blistering 0
0()
Gouges
- 0) 0 Q Precurser Card No.:
N/A Peeling 0
(
()
Surface Discontinuities
(*)
0 0
Discoloration 0
(
0 Dents 0
Q 0
Acceptable by Cracking (0) 0 0
Surface Irregularities 0
Evaluation:
Q Yes Q No Wear 0
0 Other 0
Corrosion (Nastage)
(9) 0 0
Provide details on areas to be evaluated.
Engineering:
NWA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing S.825-402, Rev. 1, (00 - 900). See attached supplemental report for additional comments.....,.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
4-4 /
Il 10123/1999 N/A NA Examiner:
Level:
Date:
Reviewed By FPC Represea Level:
Date:
NA N/A Hecht, Jeff W.
_11 12/13/1999 Other:
Level:
Date:
A.N.M.l. Review.
Date:
NWA WIA l
e 2 00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-150 Examiner: Komara, Bernard P.
Level:
III e
Page.
2 of 2
Pae f
2Examiner:
NIA Level:
NIA Summary No.:
E1.11.8 Reviewed By. NIA Level:
NIA Component ID:
RiBLP-1004 Reviewer/FPC Rep: Hecht, JeffW.
Level:
Iii Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 0 degrees to 90 degrees, between elevations 160' through 242'.
(1) Localized miscellaneous coatings damage (scratches, flakinglpeeling) Identified at approximate elevation 180', Azimuth 55 degrees. No rust, corrosion, or staining was noted in these areas.
(2) The liner plate has several bulgetbuckle areas at various elevations at various Azimuth locations when viewed at right and oblique angles from the 160' elevation. These areas may be due to original plate rolling, fabrication, and Installation. These surface Irregularities are typically symmetrical in shape and vary In length and width.
0Row
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No:
E1.11.9 Component ID:
RBLP-1005 Component
Description:
Various Liner Plates ASME Sectio l
- Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-Ni8 iII E-A EI,11 Section Al 1992 Edition, 92 Addenda Work Report No.:
VT-99-151 Page:
1 of 2
Request No.:
359321 System:
RIB Drawing No,:
S-526.002 ISO r Resolution Technique Ecjuipmen Lightin Tools 0 Temp. Gauge SIN: N/A
(#) ii1r Division (Scale)
Spotlight-Q Tape (1 Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1)1/32" Division (Scale) 0 Direct 0
Mirror 0 Ambient 0
Scale 0 Depth Gauge S1/32" Line (Gray Card)
Remote 0
Magnifier
) Flashlight 0
micrometer 0 comparator (u
Lght Meter SIN: TI-3375 o See Comments 0 See Comments See Comments Q D Q Level 0
Wel Ggen Cal Due: 091I4M2000 Ilium. Level
> 60 kc Coated:
0 No (1) Yes IWE Examination
() General VT-11 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eva]
Precurser Card:
Q Yes
(@ No Flaking 0
(1 (13 Arc Strikes
(
03 0 Q Blistering 0
- 01) 0 Gouges 0 Q O
Precurser Card No.:
NIA Peeling 0(13 (13 Surface Discontinuities (13 0
0 Discoloration 0
(
- 0)
Q Dents
()
0 0
Acceptable by Cracking (0) Q 0
Surface Irregularities 0
Evaluation:
Q Yes Q No Wear
(
- 0) 0 Q Other 0
(0)
Corrosion (Wastage)
(
03 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing S-626-002, Rev. 1, (0t -90'). See attached supplemental report for additional conmnents.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
- a..
/4
...d III 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Reppre v
Level:
Date:
N/A N/A Hecht, Jeff W.
in 12/13/1999 Other,:
Level:
Date:
A.N.I.I. Review-Date:
N/A NIA I
2 30 1
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No VT-99-151 Examiner Komara, Bernard P. A? //.4 Level:
III e
Page:
2 of 2
Pae f
2Examiner.
NIA Level:
NiA Other NIA Level:
N/A Summary No.:
EI.11.9 Reviewed By: N/A Level:
NWA Component ID:
RBLP-1005 Reviewer/FPC Rep: Hecht, Jeff Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 0 degrees to 90 degrees, between elevations 242' through 250'.
(1) Localized miscellaneous coatings damage (scratches, flakinglpeeling) Identified at various Azimuth locations. No rust, corrosion, or staining was noted In these areas.
0
.1'.**.
U.
Florida Power Corporation Crystal River Unit 3 Outage:
RFOI1 Workscope:
ISI Summary No.:
E1.11.9 Component ID:
RBLP-1005 Component
Description:
Various Liner Plates ASME SectioaI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
item No.:
App. Code Year/Addenda:
VT-N17 1 VA-N18 Ill E-A EI.111 Section XA, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-162 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-626-002 ISO Resolution Technique Euipmnent Ughtinu Tools 0 Temp. Gauge SIN: N/A
(#11/I0" Division (Scale)
Spotlight Q Tape
(*) Binoculars Cal Due: N/A Sys. Temp. Ambient OF (191/32" Division (Scale) 0 Direct 0 Mirror 0
Ambient
,0 Scale 0
Depth Gauge 1/32" Une (Gray Card)
(*
Remote 0
Magnifier 0
Flashlight 0 Micrometer 0
Comparator a(1 Light Meter SIN: TI-3376 see comments 0
See Comments See Comments 0
Caliper 0
Wel Gauge Cal Due: 0811412000 illum. Level
> 50 fc o e Cmens0 Droplight 10 Level 0 see comments Coated:
0 No (1) Yes IWE Examination
() General Q VT'I
(*
VT.3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(@) No Flaking 0
(19 (19 Arc Stnkes (1) 0 0
Blistering 0
(
- 0) 0 Gouges (19 0
0 Precurser Card No..
N/A Peeling 0
(
@)
(1)
Surface Discontinuities
(
09 0 Q Discoloration 0
(19 0
Dents (13 0
0 Acceptable by Cracking (13 0
0 Surface Irregularities 0
(19 I
Evaluation:
0 Yes 0
No Wear 0
0 Other" 0
00 Corrosion (Wastage)
(
0 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Uner Plate Layout Drawing S-625-002, Rev. 1, (0* a 900). See attached supplemental report for additional comments.
Examination Results:
SAT-Examiner:
Level:
Date:
Reviewed By:
Level:-
Date:
Kornara, Bernard P.
A1. 0A
/I*,
1 j~in...
Ut 10/2311999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Representative.
Level:
Date:
N/A NIA
,HechJeffW.
Ill 12/13/1999 Other:
Level:
Date:
A.N.I.I. Review:.
(
/
Date:
N/A N/A 0.i 06i
ff Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-152 Examiner Komara, Bernard P.
Level:
iII P
Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.9 Reviewed By: N1A Level:
NIA Component ID:
RBLP-1005 Reviewer/FPC Rep: Hech Level:
III Comments:
The following discontinuities were noted during the [WE Visual Examination conducted between Azimuth locations 0 degrees to 90 degrees, between elevations 242' through 250'.
(1) Localized miscellaneous coatings damage (scratches, flaking/peeling) identified at various Azimuth locations. No rust, corrosion, or staining was noted In these areas.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFOII Workscope:
ISI Summary No.:
EI.11.26 Component ID:
Sump Penetration Component
Description:
RB Sump ASME Sectio (i - Subsection IWE Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 1VA-N18 II E-A EI.11 Section XI, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-153 Page:
1 of 2
Request No.:
369321 System:
)rawing No.:
S-525-034 ISO ResolutLon Techninue Equipment Lightina Tools 0 Temp. Gauge SIN: N/A
( 1/10" Division (Scale)
- ) Spotlight Tape 0 Binoculars Cal Due: N/A Sys. Temp. Ambient O F Sr/3Z' Division (Scale)
(
Direct
(*) Mirror Ambient
- () Scale Q Depth Gauge 1 /32 Line (Gray Card)
(
Remote 0
Magnifier Flalight a0 Micrometer 0 Comparator
- g)
Light Meter S/N: Tl-3375 113" Lne Gra Ca*
Fashght 0 Caliper 0 Weld Gauge 0 See Comments 0
mments (
see Comments QC Droplight Q Level Q see comments Cal Due: 08114/2000 Ilium. Level
> 60 fc Coated:
(
No 0 Yes IWE Examination
() General Q VT-I VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sal Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking
- 0) 0 Q Arc Strikes 0
(
0 Blistering (13 0
0 Gouges Q
(
03 Q
Precurser Card No.:
MA Peeling
(
03 0
0 Surface Discontinuities 0
- 0)
Q Discoloration
(
0 0
Dents 0
(
0 Acceptable by Cracking 0
(
03 0
Surface Irregularities Q
(
03 Q
Evaluation:
Q Yes Q No Wear 0
0 Q Other 0
- 01)
Q Corrosion (Wastage) 0 (1
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Ladder.
- ,See~attached supplemental report for additional comments.
...1
'ý I
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Kornara, Bernard P.
Ill 11/03/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representatl.
Level:
Date:
NIA NrA Hecht, Jeff W.I.1 1211311999 Other:
Level:
Date:
A.N.l.l. Review:~
Date:
NIA N/A I____
I__
_2___
__f__L__
- Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-153 Examiner Komara, Bernard P.
0 0. /h Level:
III i
Examiner NIA Level:
NIA Page:
2 of 2
Other NIA Level:
N/A Summary No.:
EI.11.26 Reviewed By: N/A Level:
NIA Component ID:
__viewer/FPCRep:_Hecht,__Leve___Ul Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Ill Comments:
(1) The lower 113 of each recirculation line was inaccessible for examination as a result of H.P. restrictions for access.
(2) Sump screens were Intact; sump liner was Intact; no debris was noted in the sump other than dirt/small debris suspended in remaining fluid volume (@1" - 2").
(3) IWE welds behind sump liner were inaccessible due to concrete encasement.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.16 Component ID:
RBLP-3002 Component
Description:
Various Uner Plate, Pens.
ASME Sectio*(I - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 /VA-N18 ill E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-154 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-625-004 ISO Resolution Technique Euip nt htna To-0 Temp. Gauge S/N: NIA
( 1/10" Division (Scale)
C Spotlight Tape 0 Binoculars Cal Due: N/A Sys Temp. Ambient F
(.) 1/32-Division (Scale)
()
Direct Mirror 0 Ambient Scale
(*) Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier 0Flaliht 0 Micrometer 0 Comparator
(*)
Light Meter S/N: TI-3374 Se omet lahih 0
Caliper 0 Weld Gauge ClDe 81100 Iim ee 0f 0 See Comments 0
e o
(*) See Comments Q t
Q Level Q e Cal Due: 08/14/2000 Ilium. Level Se fc Coated:
0 No Yes IWE Examination
(*) General
(@) VT-i Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(
No Flaking 0
(*
(*)
Arc Strikes
(
- 0)
Q O -
Blistering 0
(*)
0 Gouges
(*
0 0
Precurser Card No.:
N/A Peeling 0
Surface Discontinuities
Discoloration 0
( (
Dents
()
0 0
Acceptable by Cracking
(
0 0
Surface Irregularities 0
Evaluation:
Q Yes Q No Wear 0
Q Other" 0
Corrosion (Wastage) 0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner. Plate Layout Drawing S-625-004, Rev. 1,.(180?.2700). See attached supplemental report for additional comments.
- t Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P. 4. a
/.
III 1011811999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representte:,
Level:
Date:
NtA N/A Hecht Jeff W.
ReviewI D 1211311999 Other:
Lee:
Dt:AN.l.I.
Review:
CDate:
N/A N/A
."-rý"
e-r"e Z-1-2467
A Florida Power Corporation W
Crystal River Unit 3 Supplemental Report Report No.:
VT-99-154 Examiner: Komara, Bernard P.
,../
Level:
,II Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.1116 Reviewed By: N/A Level:
NIA Component ID:
RBLP-3002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 280 degrees, between elevations 95' through 119'.
(1) The moisture barrier between Azimuth locations 180 degrees to 270 degrees, at the 95' elevation was visually examined on 1015199, prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier interface.
(2) Areas of cracked and peeling coatings were identified at Azimuth locations 185 degrees and 195 degrees, approximate elevation 107'. These conditions exist on two (2) BS piping supports, at the interface where the support plate is welded to the liner plate.
Although rust staining Is visible, visual examination determined that there is no Indication of weld failures.
(3) There are multiple areas of localized chipped/scratched coatings on the liner plate between Azimuth locations 180 degrees to 270 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during lID appears to have been caused during this outage as a result of scaffold installation and staging of equipment/materials. There is no-evidence of corrosion or blistering in these areas. Some light surface rust was detected.
(4) There are random localized areas of light to moderate grease/oil staining identified between approximate elevations 106'- 119';
A een Azimuth 180 degrees - 270 degrees. This condition appears to have pre-existed prior to the 11D shutdown since liner ted during the shutdown does not evidence the staining in significant amounts. There Is no evidence of rust, corrosion or blistering in these areas.
(5) Penetrations 336, and 337 at approximate elevation 115', near Azimuth 265, exhibited light coatings discoloration and light surface rust Penetration 333, also at approximate elevation 115', near Azimuth 265, exhibited moderate coatings discoloration and moderate surface rust.
(6) Two (2) approximate 6" oval shaped areas of heavily discolored liner plate coatings were observed at approximate elevation 117',
near approximate Azimuth 255. Additional examination determined that these discolored areas appeared to be caused by previous welding on hanger SWH-375 which is in close proximity to the liner plate. No additional evidence of coatings degradation, arc strikes, etc. was noted.
(7) The area between Azimuth 255 degrees through 270 degrees from approximate elevation 110' through 119' is inaccessible for IWE Visual Examination due to the physical location of the lower portion of the refueling canal In this area. Other than conditions previously identified on adjoining accessible surfaces, there was no evidence of degradation in the inaccessible area.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No..
E1.11.16 Component ID:
RBLP-3002 Component
Description:
Various Liner Plate, Pens.
ASME Sectioa(I - Subsection IWE 0
Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-NIT I VA-Nit I1/1 E-A Work R Report No.:
VT-99-155 Page:
1 of 2
,equest No.:
359321 System:
RB Drawng No.:
S-526-004 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO [
Resolution Technilue Euipnment o
Tools 0 Temp. Gauge SIN: N/A
- 11/Al0 Division (Scale) 0 Spotlight
() Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1 1/32" Division (Scale)
Direct (j) Mirror 0
Ambient (1 Scale
(* Depth Gauge 1/32 Line (Gray Card)
) Remote 0
Magnifier Flashlight 0 Micrometer 0 Comparator
()
Ught Meter SIN: 11-3374 oC0 Caliper 0 Weld Gauge o See Comments 0
see Comments
- see Comments Q Calipgh Q
WeQdG ge Cal Due: 08114/2000 Ilium. Level
> 60 fc Coated:
Q No (1 Yes IWE Examination General 0
VT-11
(
VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval NiA Sat Eval Precurser Card:
Q Yes (1 No Flaking 0
(
Arc Strikes 0
0 Blistering 0
(
03 Q
Gouges (13 0
0 Precurser Card No.:
N/A Peeling 0
(.)
(1 Surface Discontinuities 0
(*3
(*3 Discoloration 0
(13 (13 Dents 03 0
0 Acceptable by Cracking (13 0
0 Surface Irregularities 0
(
03 Q
Evaluation:
Q Yes Q No Wear 0
0 Other 0
0 Corrosion (Wastage)
(1 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; StepLadder; Extension Ladder Liner Plate Layout Drawing S-525-004, Rev. 1, (1800. 2700). See attached supplemental report for additionalcomnments......
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
111?/Z 10/1911999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representve L
Level:
Date:
N/A N/A Hecht, Jeff W.
111'
/
IIl 12/13/1999 Other-Level:
Date:
A.N.I.I. Review-.
U
!Date:
NIA N/A9-0
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-155 Examiner: Komara, Bernard P.
R...
Level:
Ill 0
Examiner NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
El1.11.18 Reviewed By: NIA Level:
NIA Component ID:
RBLP-3002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 280 degrees, between elevations 95' through 119'.
(1) The moisture barrier between Azimuth locations 180 degrees to 270 degrees, at the 95' elevation was visually examined on 1015199, prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier interface.
(2) Areas of cracked and peeling coatings were identified at Azimuth locations 185 degrees and 195 degrees, approximate elevation 107'. These conditions exist on two (2) BS piping supports, at the interface where the support plate is welded to the liner plate.
Although rust staining is visible, visual examination determined that there is no indication of weld failures.
(3) There are multiple areas of localized chippediscratched coatings on the liner plate between Azimuth locations 180 degrees to 270 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during 11D appears to have been caused during this outage as a result of scaffold installation and staging of equipment/materials. There is no evidence of corrosion or blistering in these areas. Some light surface rust was detected.
(a There are random localized areas of light to moderate grease/oil staining identified between approximate elevations 106'- 119';
Ween Azimuth 180 degrees - 270 degrees. This condition appears to have pre-existed prior to the 11D shutdown since liner ted during the shutdown does not evidence the staining in significant amounts. There is no evidence of rust, corrosion or blistering in these areas.
(5) Penetrations 336, and 337 at approximate elevation 115', near Azimuth 265, exhibited light coatings discoloration and light surface rust. Penetration 333, also at approximate elevation 115', near Azimuth 265, exhibited moderate coatings discoloration and moderate surface rust (6) Two (2) approximate 6" oval shaped areas of heavily discolored liner plate coatings were observed at approximate elevation 117',
near approximate Azimuth 255. Additional examination determined that these discolored areas appeared to be caused by previous welding on hanger SWH-375 which is in close proximity to the liner plate. No additional evidence of coatings degradation, arc strikes, etc. was noted.
(7) The area between Azimuth 255 degrees through 270 degrees from approximate elevation 110' through 119' is inaccessible for IWE Visual Examination due to the physical location of the lower portion of the refueling canal in this area. Other than conditions previously identified on adjoining accessible surfaces, there was no evidence of degradation In the inaccessible area.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISt Summary No.:
E1.11.17 Component ID:
RBLP-3003 Component
Description:
Various Uner Plate, Pens.
ASME SectioaI - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 IVA-NI8 111 E-A E1.11 Report No.:
VT-99-166 Page:
1 of 2
Work Request No.:
369321 System:
S-625-004 Section XI, 1992 Edition, 92 Addenda Resolution Techniaue Eguiixent Lighting Tools 0 Temp. Gauge S/N: NIA 1 10" Division (Scale)
@) Spotlight
() Tape Binoculars Cal Due: N/A Sys. Temp. Anmblent OF
(.) 1132" Division (Scale)
Direct
(*) Mirror o Ambient (I) Scale 0
Depth Gauge 1/32" Line (Gray Card)
@) Remote 0
Magnifier Flashlight 0
Micrometer 0
Comparator
()
Light Meter S/N: TI-3376 0 See Comments 0
See Comments *) See Comments 0 Droplight 0
Level 0
See Comments Cal Due: 08114/2000 Ilium. Level
> 50 fc Coated:
Q No
() Yes
[WE Examination
() General (9 VT-1 Q VT.3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(*) No Flaking 0
()
Arc Strikes 0 O 0
Blistering 0
0 Q Gouges
- 0) 0 Q Precurser Card No.:
N/A Peeling 0
()
)
Surface Discontinuities 0
(* )
Discoloration 0
(
- 0)
Dents
- 0) 0 0 Acceptable by Cracking (19 0
0 Surface Irregularities 0
Evaluation:
0 Yes 0
No Wear (19 0
0 Other 0
(0 (19 Corrosion (Wastage)
(
- 0) 0 Q Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
-Additional Equipment: Fixed Plant Grating, Platforms, Work-Surfaces; Scaffold; Step Ladder; Extension Ladder.
Liner Plate Layout Drawing S-625-004, Rev. 1, (180! - 2700). See attached supplemental report for additional comments.
.4..;
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
If
/4 Ill 10/21/1999 N/A MIA Examiner:
Level:
Date:
Reviewed By FPC Represe'ntsap Level:
Date:
NIA NIA Hecht, Jeff W.
Ill 1213/1909 Other:
Level:
Date:
A.N.I.l. Review.
f Date:
WAW
_1
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-156 Examiner: Komara, Bernard P. /4.,
Level:
III P
Examiner: NIA Level:
N/A Page:
2 of 2
Other N/A Level:
NIA Summary No.:
E1.11.17 Reviewed By:. NIA Level:
N/A Component ID:
RBLP-3003 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Ill Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 270 degrees, between elevations 119' through 150'.
(1) Coatings on penetrations in this quadrant between elevations 119' and 160' were for the most part intact, except for some light surface rust and oll/grease staining. Examples of penetration locations were light rust and oill/grease staining were evident are 301, 304, 326, and 363.
(2) The top exposed surfaces of penetrations In this quadrant between the 150'- 160' elevations exhibited a heavy layer of dustldirtldebris that inhibited visual examination. Upon approval by HP, these surfaces were wiped down to facilitate visual examination. There was no evidence of corrosion, blistering or significant degradation other than some light surface rusting In these areas.
(3) There are localized areas of coatings which are peeling from the liner at Azimuth 185 degrees, at approximate elevation 126'.
These areas appear to have resulted from some type of fluid spillage. There Is no evidence of rust, corrosion or blistering In these areas.
(4) There are multiple areas of localized chippediflaking and scratched coatings between Azimuth locations 180 degrees to 270 degrees, between elevations 119' through 160'. There is no evidence of corrosion or blistering in these areas.
The liner plate has a bulgelbuckle area at approximate elevation 160', approximate Azimuth 202 degrees, when viewed at right and oblique angles. This surface irregularity is located behind a vertical run of BS piping, next to AHV-1B and can be viewed from the grating. The irregularity is symmetrical in shape, and was measured as approximately 12" wide and 48" long. When tapped with a flashlight, the area produces a hollow sound. A similar area was also identified near snubber BSH-.19 at approximate Azimuth 195 degrees.
(6) The area between Azimuth 255 degrees through 270 degrees from elevation 119' through 160' is inaccessible for IWE Visual Examination due to the physical location of the upper portion of the refueling canal in this area. Other than conditions previously identified on adjoining accessible surfaces, there was no evidence of degradation in the inaccessible area.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.17 Component ID:
RBLP-3003 Component
Description:
Various Liner Plate, Pens.
ASME Sectioftl - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NIS E-A E1.11 Section XI, 1992 Edition, 92 Addenda Re Work Reqi ISO Dra%
port No.:
VT-99-167 Page:
1 of 2
uest No.:
359321 System:
IRB wing No.:
S-525-004 Resolution Tehnigue Eaulr~nnt Ulina Tools 0
Temp. Gauge SIN: N/A
@) 1/10" Division (Scale)
(*) Spotlight
(*) Tape
() Binoculars Cal Due: N/A Sys. Temp. Ambient F
- 1/32-Division (Scale)
Direct Mirror 0
Ambient
(#) Scale 0
Depth Gauge
@) 1/32" Line (Gray Card)
Remote 0
Magnifier Flashlight 0
Micrometer 0
Comparator Light Meter SIN: TI-3370 o
0 Caliper 0 Weld Gauge o See Comments 0
See Comments Se Coments Q) D t
Q) L l
Q Comments Cal Due: 08114/2000 Ilium. Level 0
60 fc Coated:
0 No Yes
[WE Examination l)
General Q VT-I (j) VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(*) No Flaking 0
Arc Strikes 0 0 Q Blistering Q
(
03 O
Gouges 0
0 Q Precurser Card No.:
N/A Peeling 0
(
13 Surface Discontinuities 0
(*3
(*
Discoloration 0
0
)
Dents (0) 0 0
Acceptable by Cracking
(*3 0
0 Surface Irregularities 0
(0)
(0)
Evaluation:
0 Yes 0
No Wear 0
- 0) 0 Other 0
0)
Corrosion (Wastage)
(13 0
0 Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment:. Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step Ladder, Extension:Ladder.t. -
. Liner Plate Layout Drawing S-62-4004, Rev. 1, (1800 -270"). See attached supplemental report for additional comments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
/A.,./?,,
...aA Il1 10/2111999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC RepTrpe jaj Level:
Date:
N/A N/A Hecht, Jeff W.
111f7,---
III 1211311999 Other:
Level:
Date:
A.N.I.I. Review:
6 Date:
WlA N/A I~4-4i I~a Iz-o
Jý Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-157 Examiner Komara, Bernard P.
. /
Level:
IIl P
Examiner NIA Level:
NIA Page:
2 of 2f Other NIA Level:
NIA Summary No.:
E1.11.17 Reviewed By-NIA Level:
N/A Component ID:
RBLP-3003 Reviewer/FPC Rep: Hecht, Jeff W..e*
',:4 Level:
Mli Comments:
The following discontinuities were noted during the [WE Visual Examination conducted between Azimuth. locations 180 degrees to 270 degrees, between elevations 119' through 160'.
(1) Coatings on penetrations in this quadrant between elevations 119' and 160' were for the most part intact, except for some light surface rust and oil/grease staining. Examples of penetration locations were light rust and oiligrease staining were evident are 301, 304, 326, and 363.
(2) The top exposed surfaces of penetrations in this quadrant between the 150' - 160' elevations exhibited a heavy layer of dustldirt/debris that inhibited visual examination. Upon approval by HP, these surfaces were wiped down to facilitate visual examination. There was no evidence of corrosion, blistering or significant degradation other than some light surface rusting in these areas.
(3) There are localized areas of coatings which are peeling from the liner at Azimuth 185 degrees, at approximate elevation 126'.
These areas appear to have resulted from some type of fluid spillage. There is no evidence of rust, corrosion or blistering In these areas.
(4) There are multiple areas of localized chippedlflaking and scratched coatings between AzIm uth locations 180 degrees to 270 degrees, between elevations 119' through 160'. There Is no evidence of corrosion or blistering in these areas.
The liner plate has a bulgelbuckle area at approximate elevation 160', approximate Azimuth 202 degrees, when viewed at right oblique angles. This surface Irregularity is located behind a vertical run of BS piping, next to AHV-1B and can be viewed from the grating. The irregularity Is symmetrical In shape, and was measured as approximately 12" wide and 48" long. When tapped with a flashlight, the area produces a hollow sound. A similar area was also identified near snubber BSH-19 at approximate Azimuth 195 degrees.
(6) The area between Azimuth 255 degrees through 270 degrees from elevation 119' through 160' is inaccessible for IWE Visual Examination due to the physical location of the upper portion of the refueling canal in this area. Other than conditions previously identified on adjoining accessible surfaces, there was no evidence of degradation In the inaccessible area.
- Florida Power Corporation Crystal River Unit 3 Outage:
RFOI1 Workscope:
Is[
Summary No.:
E1.11.18 Component ID:
RBLP-3004 Component
Description:
Various Liner Plates ASME Sectio*1 - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev,/Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N1 7 1 VA-N1S III E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-158 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-25-404 ISO Resolution Techniaue
-Equimlent
=Lqt T
@) 1/110 Division (Scale)
(* Spotlight 0
Tape Binoculars Cal Due: NIA Sys. Temp. Ambient o F
(*) 1/32" Division (Scale) 0 Direct 0
Mirror 0 Ambient 0
Scale 0
Depth Gauge 1/32" Line (Gray Card)
(4) Remote 0
Magnifier 0
Flashlight 0
Micrometer 0 Comparator Light Meter S/N: TI-3376 00 Caliper
See Comments
- See Comments 0
Caliper 0
Wel Gauge Cal Due: 08/1442000 Ilium. Level
> 60 1c
________0 Droplight Q Level 0 see comments Coated:
0 No Yes IWE Examination (1) General VT-I Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
0 Yes
()
No Flaking 0
(1 (1)
Arc Strikes
()
0 0
Blistering 0
(
- 0) 0 Gouges
()
0 0
Precurser Card No.:
N/A Peeling 0
(
03 Q
Surface Discontlnuities 0
(*3
(*3 Discoloration 0
(*)
0 Dents
}
0 0
Acceptable by Cracking (13 0
0 Surface Irregularities (13
(
Evaluation:
0 Yes 0
No Wear
(
03 O
0 Other Q
(0 3
(
Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces..
Liner Plate Layout Drawing S-625-004, Rev. 1, (180 -2700). See attached supplemental report for additional comments. :
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
A/,
Ill 10/2311999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representat.
ý Level:
Date:
NIA N/A Hecht, Jeff W.
-y.
III 123/1999 Other.
Level:
Date:
A.N.I.I. Review:.
Date:
NIA N/A I____
1~.
- ?-9-0.
I
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No VT-99-158 Examiner Komara, Bernard P.
Level:
III Page 2
Of 2
Examiner NIA Level:
N/A Other: NIA Level:
NIA Summary No.ý E1.11.18 Reviewed By: NIA Level:
NIA Component ID:
RBLP-3004 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 270 degrees, between elevations 160' through 242'.
(1) The liner plate has multiple bulgelbuckle areas at various elevations at various Azimuth locations within this quadrant when viewed at right and oblique angles from the 160' elevation. These liner plate bulges/buckles are similar In configuration to those previously Identified, and also may be due to original plate rolling, fabrication, and installation. These surface irregularities are typically symmetrical in shape and vary In length and width.
(2) An approximate 8" x 8" area of uncoated liner plate was identified at Azimuth 200, approximate elevation 170'. It appears that some type of attachment was either previously removed from this location, or the area was prepped for some type of attachment installation. Slight surface rust is evident, however no corrosion, or staining was noted in this area.
(3) Areas of localized miscellaneous coatings damage (scratchesiflaking) were identified at various elevations and Azimuth locations in this quadrant. Protective coatings adjacent to these areas were sound. Surface rusting is minimal, and no corrosion or staining was noted In these areas.
~*7~.-v.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.18 Component ID:
RBLP-3004 Component
Description:
Various Liner Plates ASME Sectionl - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17/IVA-NIS I1/I E-A Work Report No.:
VT-99-159 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-625-004 E1.11 Section Xl, 1992 Edition. 92 Addenda ISO C Resolution I
Techni1ue Equipment aliln Tools 0
Temp. Gauge S/N: N/A I( 11/10" Division (Scale)
(*) Spotlight 0
Tape (19 Binoculars Cal Due: N/A Sys. Temp. Ambient
- F
" 1/32" Division (Scale) 0 Direct 0 Mirror O Ambient 0
Scale 0
Depth Gauge
" 1/3Z' Line (Gray Card)
(*
Remote 0
Magnifier 0
Flashlight 0
Micrometer 0
Comparator Light Meter SIN: TI-3375 e
0 Caliper 0
See Comments ()
See Comments 0 Droplight 0
Level
- 0) See Comments Cal Due: 09/14/2000 Ilium. Level 50 0c Coated:
Q No
()
Yes IVE Examination (19 General Q v'-1 VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (19 No Flaking Q (
(
Arc Strikes 0
0 Blistering 0
(
0 Q Gouges (19 0
0 Precurser Card No.:
N/A Peeling 0
(
0 Q Surface Discontinuities 0
(*
(19 Discoloration 0
(19 0
Dents (19 0
0 Acceptable by Cracking
(
09 0 Q Surface Irregularities 0
(1 Evaluation:
Q Yes 0
No Wear 0
0 Ot"er 0
Corrosion (Wastage)
(
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment, Fixed Plant Grating,- Platforms, Work Surfaces.
Liner Plate Layout Drawing S-526-004, Rev:.1; (180 - 270'). See attached.supplemental report for additional comnments.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
/
/
I1 10/23/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representati.
Level:
Date:
N/A N/A Hecht, Jeff W.
111*
7 'III 12/13/1999.
Other:
Level:
Date:
A.N.II. Review:
(re t
Date:
N/A N/A I
I I
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-159 Examiner Komara, Bernard P.,.*./
Level:
IlI P
Examiner NIA Level:
N/A Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.11.18 Reviewed By: N/A Level:
NIA Component ID:
RBLP-3004 ReviewerIPPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 270 degrees, between elevations 160' through 242'.
(1) The liner plate has multiple bulge/buckle areas at various elevations at various Azimuth locations within this quadrant when viewed at right and oblique angles from the 160' elevation. These liner plate bulgesibuckles are similarin configuration to those previously Identified, and also may be due to original plate rolling, fabrication, and installation. These surface Irregularities are typically symmetrical in shape and vary In length and width.
(2) An approximate 8" x 8" area of uncoated liner plate was identified at Azimuth 200, approximate elevation 170'. It appears that some type of attachment was either previously removed from this location, or the area was prepped for some type of attachment installation. Slight surface rust Is evident, however no corrosion, or staining was noted In this area.
(3) Areas of localized miscellaneous coatings damage (scratches/flaking) were Identified at various elevations and Azimuth locations in this quadrant Protective coatings adjacent to these areas were sound. Surface rusting is minimal, and no corrosion or staining was noted in these areas.
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.19 Component ID:
RBLP-3005 Component
Description:
Various Liner PlateS ASME SectiopI - Subsection IWE Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NiS III E.A E1,11 Section Xl, 1992 Edition. 92 Addenda Work F Report No.:
VT-99-160 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-526-004 ISO' Resolution Technioue Equipment Liahting Tools 0
Temp. Gauge SIN: N/A
- )1/10" Division (Scale)
(*) Spotlight 0
Tape Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1)1/32Z Division (Scale) 0 Direct 0 Mirror 0
Ambient 0 Scale 0
Depth Gauge 1/32" Une (Gray Card)
@) Remote 0
Magnifier C Flashlight 0 Micrometer 0
Comparator
(*)
Light Meter S/N: TI-3376 0 e o met 0
e omnsI#SeCmet 0 Caliper 0 Weld Gauge SSee Comments 0
See Comments (1) See Comments o Droplight 10 Level 0 See Comments Cal Due: 08114/2000 Ilium. Level
> 60 fc Coated:
0 No Yes IWE Examination (1)General VT-i Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
() No Flaking 0
(
Arc Strikes 0 Q Q
Blistering 0
(
- 0) Q Gouges (1) 0 0
Precurser Card No.:
N/A Peeling 0
(1) 0 Surface Discontinuities 0
()
(@)
Discoloration 0
(I) 0 Dents
()
0 0
Acceptable by Cracking (1i 0
0 Surface Irregularities 0
()
(
Evaluation:
0 Yes Q No Wear 0
0 Other 0
Corrosion (Wastage)
(1) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
-Liner Plate Layout Drawing S-525.004, Rev..I, (1800 - 270)'.
See attached supplemental report for additional comments...-...
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By-Level:
Date:
Komara, Bernard P.
'g.
.d.
A?
/
,ý.,
Il 10/2311999 NIA N/A Examiner:
Level:
Date:
Reviewed By FPC Represen le,,
Level:
Date:
NIA N/A Hecht, Jeff.
Ill 12/1311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A 1
-44~
1 Z_-
-00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No:
VT-99-160 Examiner Komara, Bernard P.
- 6. A.
Level:
Il Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.19 Reviewed By: NIA Level:
NIA Component fD:
RBLP-3005 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Ill C-Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 270 degrees, between elevations 242' through 250'.
(1) Areas of localized miscellaneous coatings damage (scratches/flaking) were identified at various Azimuth locations in this quadrant Protective coatings adjacent to these areas were sound. Surface rusting is minimal, and no corrosion or staining was noted In these areas.
0
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
IS1 Summary No.:
E1.11.19 Component ID:
RBLP-3005 Component
Description:
Various Liner Plates ASME SectioP(I - Subsection IWE Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VTWN7 /VA-N1S I I E-A Re, ES.11 Section Xl, 1992 Edition, 92 Addendla Work Req ISO Dra'
,port No.:
VT-99-161 Page:
1 of 2
uest No.:
359321 System:
RB wing No.:
S-5265.0 Resolution Technique Equlment Lgtn T
()1/10" Division (Scale)
(C) Spotlight 0
Tape.)
Binoculars Cal Due: N/A Sys. Temp. Ambient OF
(@)1/32" Division (Scale) 0 Direct 0
Mirror o Ambient 0
Scale 0
Depth Gauge
- 1/32" Line (Gray Card)
Remote 0
Magnifier
(
Flashlight 0
Micrometer 0
Comparator
()
Light Meter S/N: TI-3375 o
0 Caliper
- 0)
See Comments
)See Comments Droplight 0
Level r 0 See Comments Cal Due: 0811412000 Ilium. Level
> 60 fc Coated:
0 No (1 Yes IWE Examination (1) General Q VT-1 (1) VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
(@) No Flaking 0(1)
()
Arc Strikes
(@)
Q 0
Blistering Q(1) 0 Gouges (1) 0 Q
Precurser Card No.:
N/A Peeling 0
()
Q Surface Discontinuities 0
)
Discoloration 0
(1) 0 Dents (9) 0 0
Acceptable by Cracking
(
- 0) Q Q
Surface Irregularities Q
(1)
()
Evaluation:
Q Yes Q No Wear 0
0 Other Corrosion (Wastage)
(
- 0) Q Q
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces. -
-1 Uner PlateLayout Drawing'S-626-004, Rev. 1,.(180g - 270*).. See attached supplemental report.for additional comments.-
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
- t. d'-
/C-..i.,
.WI-L Il 10123/1999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Representative-Level:
Date:
N/A N/A Hecht, Jeff III 12/13/1999 Other:
Level:
Date:
A.N.i.l. Review:
Date:
NIA N/A 0
Florida Power Corporation Crystal River Unit 3 Supplemental Report ReportNo.:
VT-99-161 Examiner: Komara, Bernard P. *.*.
Level:
I1_
P Examiner:
NWA Level:
NIA Page:
2 of
__2_
Other: NIA Level:
NIA Summary No.:
E1.11.19 Reviewed By: NIA Level:
NWA Component ID:
RBLP-3005-ComponetID:_RLP_3005ReviewerlFPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 180 degrees to 270 degrees, between elevations 242' through 250'.
(1) Areas of localized miscellaneous coatings damage (scratches/flaking) were identified at various Azimuth locations In this quadrant. Protective coatings adjacent to these areas were sound. Surface rusting is minimal, and no corrosion or staining was noted in these areas.
Florida Power Corporation Crystal River Unit 3 Outage:
RFOII Workscope:
ISI Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Uner Plate, Pens.
ASME Section4RI - Subsection IWE Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-NI8 Ill E-A Ei.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-89-164 Page:
1 of 2
equest No.:
359321 System:
RB trawing No.:
S-625-006 ISO [
Resolution Techniaue Equipnent Lighting Temp. Gauge S/N: NA
- I/10- Division (Scale)
(I) Spotlight Tape
(*) Binoculars Cal Due: WA Sys. Temp. Ambient I F
() 1 /37" Divislon (Scale)
() Direct 0 Mirror 0
Ambie)
Scale 0 Depth Gauge
§) 1/32' Line (Gray Card)
Remote 0
Magnifier Flashlight 0
Micrometer 0
Comparator L
Meter S/N:
au-3375 o See Comments 0
See Comments
- See Comments 0 Q lee 0
Comments Cal Due: 08114/2000 Ilium. Level
> s0 fc Coated:
Q No
) Yes IWE Examination General (V) VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
)
)
Arc Strikes 0
0 Blistering 0
0 Q Gouges 0
0 Q Precurser Card No.:
N/A Peeling 0
(*)
Surface Discontinuities 0
()
(* j Discoloration 0
(0) 0 Dents 0
0 0
Acceptable by Cracking (1j 0
0 Surface Irregularities 0
(
0 Q Evaluation:
0 Yes 0
No Wear (13 0
0 Other Q
(0 3
(
Corrosion (Wastage) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment:' Scaffold; Step Ladder; Extension Ladder.
See attached supplemental report for additional comnments.
Reference Report No.(s):' VT.99-162, VT-99-163, VT-99-166 VT.89-166, and VT-99-167.
.J!
Florida Power Corporation JW Crystal River Unit 3 Supplemental Report Report No.:
VT-99-164 Examiner Irlbeck, Dustin R.Level.
Ill P
Examiner. Komara, Bernard P.
. A /
Level:
III Page:
2 of 2
Other: NIA Level:
N/A Summary No.:
E1.11.21 Reviewed By: NIA Level:
N/A Component ID:
RBLP-4002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
Areas to be evaluated: Approximately three (3) localized areas of flaking/peeling coatings near 115' elevation at Azimuth 295 degrees. Localized areas of chippediscratched coatings noted.
Corrosion/wastage of steel channel welded to liner plate near elevation 106' at Azimuth 285 degrees previously identified on page 2 of Report No. VT-99-163.
'Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Liner Plate, Pens.
ASME Sectiol~l - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT4'117 I VA-N18 1/1 E-A Work F Report No.:
VT-99-165 Page:
I of 2
tequest No.:
369321 System:
)rawing No.:
$426-005 E1.11 Section Xl, 1992 Edition, 92 Addenda ISO Resolution Techninue cEuiment Lihting Tools 0
Temp. Gauge S/N: N/A (1/10" Divsion (Scale)
(*) Spotlight Tape Binoculars Cal Due: N/A Sys. Temp. Ambient OF 1/37' Division (Scale)
() Direct 0
Mirror 0
Ambient
- ) Scale 0 Depth Gauge 1/32-Line (Gray Card) I Remote 0
Magnifier Flashlight 0
Micrometer 0 Comparator Light Meter S/N: TI-3376
( See comments 0
See Comments (0) See Comments 0 ) Level 0
Wel Gagen Cal Due: 0831142000 Illum. Level
> 60 fc Coated:
0 No
()
Yes INE Examination General Q VT-I VT-3 It Not Acceptable by Examination, Engineering Evaluation Required.
NIA Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(
(*)
Arc Strikes 0
0 Blistering 0
0 Gouges 0 Q Precurser Card No.:
N/A Peeling 0
(1 Surface Discontinuities 0
- )
Discoloration 0
(13 0
Dents (1
0 0
Acceptable by Cracking 01 Q
Surface Irregularities 0
01 Evaluation:
Q Yes Q No Wear
(
0 Other 0
(1 (03 Corrosion (Wastage) 0
(
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Scaffold; Step Ladder, Extension Ladder.
See attached supplemental report for additional comments.'-..,
r..,
- Reference Report No.(s)
- VT-89-162, VT-89-163, VT.99-164, VT-99-166, and VT-S9-167.
Examination Results:
SAT Examiner.
Level:
Date:
Reviewed By:
Level:
Date:
Irlbeck, Dustin III 11103/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Representative*
Level:
Date:
Komara, Bernard P.
A /
- 0. -
"1 11103/1999 Hecht, Jeff W.
III 12J1311999 Other:
Level:
Date:
A.N.I.I. Review:
(" -
"o Date:
NWA N/A F
z-_-0o
- Florida Power Corporation WCrystal River Unit 3 Supplemental Report Report No.:
VT-99-165 Examiner: IrIbeck, Dustin R.
Level:
IIl Page:
2 of 2
Examiner o
Bernar Level:
III Other: NIA Level:
NIA Summary No.:
E1.11.21 Reviewed By: NIA Level:
N/A Component 10:
RBLP-4002 Reviewer/FPC Rep: Hecht, Jeff W.
evel:
M Comments:
Areas to be evaluated: Approximately three (3) localized areas of flakinglpeeling coatings near 115' elevation at Azimuth 295 degrees. Localized areas of chlppedlscratched coatings noted.
Corrosionlwastage of steel channel welded to liner plate near elevation 106' at Azimuth 285 degrees previously Identified on page 2 of Report No. VT-99-163.
S
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
ISI Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Liner Plate, Pens.
ASME SectiopIl - Subsection IWE Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 ill E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work R Report No.:
VT-99-166 Page:
1 of 2
Request No.:
359321 System:
RB Drawing No.:
S-525-005 ISOc Resolution Technlaue Eguloement iAhtin*
Temp. Gauge S/N: NTA
(*1/1 0" Division (Scale)
Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient OF
(*) 1/32" Division (Scale)
Direct
(*) Mirror 0
Ambient Scale Depth Gauge 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0
comparator L
Meter S/N: Tu-3374 0 see Comments 0
see Comments *) See Comments D
Calpe 0
eW Ce ntu Cal Due: 08114/2000 Illum. Level
>50 fc Coated:
0 No
) Yes IWE Examination General VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat - Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking 0
(
- 0)
Arc Strikes (13 0
0 Blistering 0
(
- 0) Q Gouges
(
0 0
Precurser Card No.:
N/A Peeling 0
(
0 Q Surface Discontinuities 0
(*3
- )
Discoloration 0
(13 C)
Dents (1
0 0
Acceptable by Cracking (13 0
0 Surface Irregularities 0
- 0. Q Evaluation:
Q Yes Q No Wear 0
O Other0 Corrosion (Wastage)
(0) 0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional-Equipment:-. Fixed Plant Grating, Platforms, Work Surfaces, Scaffold; Step Ladder; Extension Ladder.
See attached supplemental report for additional comments.
Reference Report No.(s): VT-99-162, VT-99-163, VT-89.164, VT-99-165, and VT-99-167....
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
A.
1Il 10118/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Representativ Level:
Date:
N/A NIA Hecht, Jeff W.
Ill 1211311999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A W/A I
I "d.
I Z-9-a a
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-166 Examiner. Komara, Bernard P.
/j.
o?&
Level:
III s
Examiner: NIA Level:
NIA Page; 2
of 2
Other: N/A Level:
NIA Summary No.:
E1.11.21 Reviewed By. NIA Level:
NIA Component ID:
RBLP-4002 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
Ill Comments:
Reference Liner Plate Layout Drawing S-525-005, Rev. 1, (270° -360°).
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 95' through 119'.
(1) The moisture barrier between Azimuth locations 270 degrees to 36010 degrees, at the 95' elevation was visually examined on 1015/99, prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier Interface.
(2) Penetrations 424 and 427 at approximate elevation 115', near Azimuth 340, exhibited coatings discoloration, possibly due to heat. Additionally, moderate surface rust was noted on the face of the penetrations.
(3) Penetration 439 at approximate elevation 115', Azimuth 325 also exhibited moderate surface rust (4) There are multiple areas of localized chippedlscratched coatings on the liner plate between Azimuth locations 270 degrees to 010 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during 11D appears to have
~n caused during this outage as a result of scaffold Installation and staging of equipmentimaterials. There is no evidence of rust, rrosion or blistering in these areas.
(5) Localized areas of light grease/oil staining and loose dirt/debris were identified In this quadrant between approximate elevations 115' -119'. Additionally, tape was removed from several locations. Dirt and debris was removed after HP approval, and areas of grease/oil were wiped down with rags. There was no evidence of rust, corrosion or flaking/peelinglblistered coatings in these areas.
(6) Penetrations 434 and 435 at approximate elevation 115', near Azimuth 275, exhibited light coatings discoloration and loose surface dirt/debris. Loose materials were removed and there was no evidence of rust, corrosion or coatings degradation on these penetrations.
Florida Power Corporation Crystal River Unit 3 Outage:
RF01I Workscope:
ISI Summary No.:
E1.11.21 Component ID:
RBLP-4002 Component
Description:
Various Liner Plate, Pens, ASME SectioP(I - Subsection IWE O
Proc. NoiAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17 I VA-N18 III E-A Work F Report No.:
VT-99-167 Page:
1 of 2
Fequest No.:
359321 System:
RB Drawing No.:
S-525-006 EI.11 Section Xl, 1992 Edition. 92 Addenda ISO [
Resolution Technigue Equipment igting Tools 0 Temp. Gauge S/N: N/A
- 1/1 X Division (Scale)
(* Spotlight Tape 0
Binoculars Cal Due: N/A Sys. Temp. Ambient O F
(*) 1/32" Division (Scale)
(
Direct
(@) Mirror 0
Ambient Scale
- ) Depth Gauge 1/32" Line (Gray Card)
(D Remote
) Magnifier Flashlight 0 Micrometer 0
Comparator
()
Light Meter SIN: TI-3374 O See Comments 0
See Comments
- See Comments Droplight 0 Level r 0 See Comments Cal Due: 08/1442000 Ilium. Level
> 60 fc Coated:
0 No Y
Yes IWE Examination General Q VT-i
(@) Vr-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes
§) No Flaking 0
)
(* )
Arc Strikes 0
Q 0
Ca Blistering 0
(*)
Q Gouges 0 Q Q
Precurser Card No.:
N0A Peeling 0
0 Surface Discontinuities Q(0
)
Discoloration 0
0 Dents 0
0 0
Acceptable by Cracking
(
0 0
Surface Irregularities 0
0 Evaluation:
Q Yes
(
No Wear (0
0 0
Other 0
(0)
Corrosion (Wastage)
(
- 0) 0 Q Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
.AdditionalEquipment: Fixed Plant Grating, Platforms, Work Surfaces; Scaffold; Step-Ladder; Extension Ladder.
See attached supplemental report for additional comments.
- Reference Report No.(s): VT-99-162, VT-99-163, VT-99-164'-VT49-165, and VT-99-166..-
Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
111
,ll 10/1811999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representatlve*
Level:
Date:
N/A
- WAHecht, Jeff W.
111(c
~ ~ -
I 1211311999 Other:
Level:
Date:
A.N.I.I. Review.
Date:
NIA N/A I
Z-9"- 0o
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-167 Examiner: Komara, Bernard P.
VT-9 9167 Level:
III W
Examiner: NIA Level:
NIA Page:
2 of 2
Other: NIA Level:
NIA Summary No.:
E1.111.21 Reviewed By: NIA Level:
NIA Component ID:
RBLP-4002 Reviewer/FPC Rep: Hecht, Jeff W."j Level:
Ill Comments:
Reference Liner Plate Layout Drawing S-525-005, Rev. 1, (270° - 360*).
The following discontinuities were noted during the IWE Visual Examination conducted between Azimuth locations 270 degrees to 36010 degrees, between elevations 95' through 119'.
(1) The moisture barrier between Azimuth locations 270 degrees to 36010 degrees, at the 95' elevation was visually examined on 1015199, prior to the staging of most equipment and materials. All areas were accessible at this time. The moisture barrier appeared to be intact except for surface abrasions. No evidence of blistering, corrosion, or discoloration attributable to rust or corrosion was identified at the liner plate to moisture barrier interface.
(2) Penetrations 424 and 427 at approximate elevation 115', near Azimuth 340, exhibited coatings discoloration, possibly due to heat. Additionally, moderate surface rust was noted on the face of the penetrations.
(3) Penetration 439 at approximate elevation 115', Azimuth 325 also exhibited moderate surface rust.
(4) There are multiple areas of localized chipped/scratched coatings on the liner plate between Azimuthlocations 270 degrees to 360/0 degrees, between elevations 95' through 119'. Some of the damage to the liner coating restored during 11D appears to have Ion caused during this outage as a result of scaffold installation and staging of equipment/materials. There is no evidence of rust.
rosion or blistering in these areas.
(5) Localized areas of light greaseioil staining and loose dirtldebris were identified in this quadrant between approximate elevations 115' - 119'. Additionally, tape was removed from several locations. Dirt and debris was removed after HP approval, and areas of greaseloil were wiped down with rags. There was no evidence of rust, corrosion or flakinglpeellnglblistered coatings in these areas.
(6) Penetrations 434 and 435 at approximate elevation 115', near Azimuth 275, exhibited light coatings discoloration and loose surface dirtidebris. Loose materials were removed and there was no evidence of rust, corrosion or coatings degradation on these penetrations.
1411W
Florida Power Corporation Crystal River Unit 3 Outage:
RFOil Workscope:
ISl Summary No.:
E1.11.10 Component ID:
RBLP.1006 Component
Description:
Various Dome Uner PlateS ASME SectioftI - Subsection IWE 0
Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App, Code Year/Addenda:
VT-N17 I VA-N18 1/1 E-A E1.11 Section XI, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-168 Page:
1 of 2
Request No.:
359321 System:
R.B Drawing No.:
S425-1006 ISO t Resolution Technfaue Eaui.ament Ughtin Tools 0
Temp. Gauge S/N: N/A
- i) 1/10r Division (Scale)
Spotlight 0
Tape
() Binoculars Cal Due: N/A Sys. Temp. Ambient O F (I
/32" Division (Scale) 0 Direct 0 Mirror 0 Ambient 0
Scale 0 Depth Gauge
- 1/32" Line (Gray Card)
Remote 0
Magnifier 0
Flashlight 0
micrometer 0 Comparator Ligh Meter SGN: 1ge375 o See Comments 0
See Comments
- See Comments Droplight 0
le 0 Se Comments Cat Due: 08114/2000 Ilium. Level
> 60 fc Coated:
0 No Yes IWE Examination General Q VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes No Flaking Q
0 Q Arc Strikes
(
0 Q Q
Blistering 0
(
03 Q
Gouges (13 0
0 Precurser Card No.:
N/A Peeling 0
(1 0
Surface Discontinulties 0
Discoloration 0
0 0
Dents
(
03 Q
0 Acceptable by Cracking (13 0
0 Surface Irregularities 0
(
0 Q Evaluation:
Q Yes 0
No Wear 0
0 Other 0
00 Corrosion (Wastage)
()
0 0
Provide details on areas to be evaluated.
Engineering:
N/A Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
Liner Plate Layout Drawing S-625-006, Rev; 1, S-626-009, Rev. 1. Dome Uiner Layout: 00-90°, 900.180°. 180-2700, 270-360100.
See attached supp. report for additional comnents.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Kornara, Bernard P.
,4 4 0
N/A 10/2611999 N/A NIA Examiner.
Level:
Date:
Reviewed By FPC Representative:,
Level:
Date:
N/A N/A Hecht, Jeff W.
[if 12/13/1999 Other Level:
Date:
A.N.lI. Review:.
Date:
N/A NWA Z_'1_00
Florida Power Corporation Crystal River Unit 3 Supplemental Report Report No.:
VT-99-168 Examiner Komara, Bernard P.,.'./
Level:
N/A Examiner NIA Level:
N/A Summary No.:
E1.11.10 Reviewed By: NIA Level:
NIA Component ID:
RBLP-1006 Reviewer/FPC Rep: Hecht, Jeff W.
Level:
III Comments:
The following discontinuities were noted during the General IWE Visual Examination conducted between Azimuth locations 0 degrees to 360 degrees on the dome liner plate, elevation 250'.
(1) Relatively small isolated uncoated areas of the liner plate were identified in each Azimuth quadrant. It appears that some type of attachment was either previously removed from these locations or the areas were prepped for some type of attachment installation.
Surface rust appears to exist in these locations; however, there is no evidence of wastage corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chipping/scratches/flaking) were Identified in each Azimuth quadrant. There was no evidence of wastage corrosion or rust staining in these areas. Protective coatings adjacent to these areas appeared to be Intact, and did not evidence appreciable degradation.
(3) Survey marks were visible In each quadrant (4) The remains of what appeared to be some type of tape was noted in various dome liner plate locations. It is not known what purpose the tape served. No evidence of coatings degradation was identified in adjacent areas.
(5) Various attachments to the dome liner plate were identified In each Azimuth quadrant. The current or previous function of these attachments could not be determined with certainty; although, information received Indicated that some of these attachments may be instrumentatlon, and/or has beentwill be utilized for containment ILRTs. The attachments appeared to be coated with surface rust, ave been painted with brown paint.
(6) There exists In each quadrant, what appears to be areas of light to moderate coating discoloration. The discoloration may be from dirt, heat and/or the age of the coatings. It does not appear to have resulted from oil or grease. -Adjacent coated surfaces appeared to be intact.
(7) When viewed at oblique angles from the 180' elevation, the dome liner plate did not exhibit areas of deformation, irregularity, or bulginglbuckling In any of the Azimuth quadrant, which could be considered areas of concern.
-.NNW
Outage:
RFOI I Workscope:
ISl Summary No.:
E1.11.16 Component ID:
RBLP-2008 ent Descrption:
Various Dome Liner Plates Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
App. Code Year/Addenda:
VT-N17/ VA-NIS E-A E1.11 Section Xl, 1992 Edition, 92 Addenda Work F Report No.:
VT-99-169 Page:
1 of 2
Request No.:
359321 System:
R1B Drawing No.:
S-426-2006 Compon ISO (
Resolution Technique Eqaioment Lighting Tools 0
Temp. Gauge S/N: NJA V(
1/10' DMsion (Scale)
(*9 Spotlight 0 Tape
(@ Binoculars Cal Due: N/A Sys. Temp. Ambient OF (1)1/32-Division (Scale) 0 Direct 0
Mirror o Ambient 0 Scale 0 Depth Gauge 0* micrometer 0* comparator
()
LgtMtrSN 137 1/32" Line (Gray Card)
- Remote 0 Magnifier 0 Flashlight 0 caliper 0
Comparator
(
Light Meter SN: TI-3375 o See Comments 0
See Comments (*) See Comments 0 Droplight C0 Level 0
see Comments Cal Due: 08114/2000 Ilium. Levei
- 60 tc Coated:
Q No (k9 Yes IWE Examination
-1 General Q VT-1 Q VT-3 If Not Acceptable by Examination, Engineering Evaluation Required.
N/A Sat Eval N/A Sat Eval Precurser Card:
Q Yes (19 No Flaking Q
(9 Q
Arc Strikes
(
0 0
Blisterng 0
(
09 Q
Gouges 0 Q Q
Precurser Card No.:
N/A Peeling 0
(1 0
Surface Discontinuities 0
(19
(* 1 Discoloraion 0
(
- 0)
(1 Dents
(@
0 0
Acceptable by Cracking (9
0 Q
Surface Irregularities Q
(19 Q
Evaluation:
Q Yes Q No Wear 000 Other Corrosion (Wastage)
(19 Q
Q Provide details on areas to be evaluated.
Engineering:
NIA Date:
Comments:
Additional Equipment: Fixed Plant Grating, Platforms, Work Surfaces.
.'Liner Plate Layout Drawing S-626-006, Rev..1, S-525-009, Rev. 1. Dome Liner Layout: 00-9V, 900-180*, 1900-270°, 270°-3600°.
See attached supp. report for additional comments; :
.. i Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
4 14 NIA 10126/1999 N/A NIA Examiner:
Level:
Date:
Reviewed By FPC Repr Level:
Date:
N/A N/A Hecht, Jeff W.
111 12/13/1989 Other Level:
Date:
A.N.I.I. Review:.
Date:
NIA N/A
--06
Florida Power Corporation W
Crystal River Unit 3 Supplemental Report Report No.:
VT-99-169 Examiner Komara, Bernard P.
/,I.4./
Level:
NWA Pae 2
Examiner. NIA Level:
NIA Other N/A Level:
NIA Summary No.:
E1.1 1.15 Reviewed By: NIA Level:
NIA Component ID:
RBLP-2006 Reviewer/FPC Rep: Hecht, Jeff W/
Level:
III Comments:
The following discontinuities were noted during the General IWE Visual Examination conducted between Azimuth locations 0 degrees to 360 degrees on the dome liner plate, elevation 250'.
.. j.
(1) Relatively small isolated uncoated areas of the liner plate were Identified In each Azimuth quadrant it appears that some type of attachment was either previously removed from these locations or the areas were prepped for some type of attachment installation.
Surface rust appears to exist In these locations; however, there is no evidence of wastage corrosion or other liner degradation.
(2) Areas of localized miscellaneous coatings damage (chipping/scratches/flaking) were Identified in each Azimuth quadranL There was no evidence of wastage corrosion or rust staining in these areas. Protective coatings adjacent to these areas appeared to be intact, and did not evidence appreciable degradation.
(3) Survey marks were visible In each quadrant.
(4) The remains of what appeared to be some type of tape was noted in various dome liner plate locations. It is not known what purpose the tape served. No evidence of coatings degradation was Identified in adjacent areas.
(5) Various attachments to the dome liner plate were Identified In each Azimuth quadrant The current or previous function of these attachments could not be determined with certainty; although, Information received indicated that some of these attachments may be nstrumentation, and/or has been/will be utilized for containment ILRTs. The attachments appeared to be coated with surface rust, wave been painted with brown paint (6) There exists In each quadrant, what appears to be areas of light to moderate coating discoloration. The discoloration may be from dirt, heat and/or the age of the coatings. It does not appear to have resulted from oil or grease. Adjacent coated surfaces appeared to be Intact (7) When viewed at oblique angles from the 180' elevation, the dome liner plate did not exhibit areas of deformation, irregularity, or bulging/buckling in any of the Azimuth quadrant, which could be considered areas of concern.
Florida Power Corporation Crystal River Unit 3 VT-I I 0-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFOII IS' Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-NO1 I VA-N17 511 E-G E8.10.6 Work F Report No.:
VT-90-213 Page:
1 of 1
tequest No.:
359323 System:
RB Drawtng No.:
SK "In Progress" Penetration 119 Penetration Bolting E8.10 App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO(
B uii n TcI o
Eaulmnent LIighi DWIUQ Q
Temp. Gauge S/N:
N/A o 1/3' Divsion (Scale)
Direct
- ) Mirror 0 Ambient Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF 1 1/32 Une (Gray Card) 0 Remote 0
Magnifier (0) Flashlight 0
Caliper 0
WeldCGauge 0
Light Meter S/N: NWA o See Comments 0 See Comments 0 See Comments 0 Droplight 0
Level 0
See Comments Cal Due. N/A Ilium. Level N/A o WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-
@ BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 0
VT-3 0
NIA Sat Sat VT-1 0
VT-3 0
N/A Sat Sat VT-1 VT-3 0
N/A Sat Sat Cracks
.)
0 0
Cracks
(
- 0) Q 0
Loose Members 0
(
03 Q
Ground Blend Material 0
0 Pitt*ng 0
Cracks 0
0 O Undercuts
- 0) Q 0
Corrosion 0
0 Q Corrosion 0
(
03 Q
Corrosion Buildup
- 0) Q 0
Erosion (13 0
0 Gouges 0
(
03 Q
Gouges (13 0
0 Foreign Material
(
0 Q 0
Thread Damage 0
(
03 Q
Evidence of Leakage
(
0 Q Gouged Parts
(
03 0 Q Evidence of Leakage 0
(1) 0 Arc Strikes (13 0
0 Wear
(
0 0 Q Missing Components 0
(
03 Q
Missing Welds (1)0 0
Evidence of Leakage (1) 0 0
Fractured Members 0
0
(
Fractured Members
()
0O 0
Other (1) 0 0
Deformation 0
(9) 0 Deformation
(
0 0
Coating Degradation 0
0 Other*
0 0
Other
)
0 0
' Provide details on unsat areas.
- Provide details on unsat areas.
Provide details on unsat areas.
Comments:
Location reactor building liner plate layout 00 to 900.
Examination Results:
SAT Examiner:
S-.'kd-4,q,,l, /,.
W,"A-. Pe A-Level:
Date:
Reviewed By:
Level:
Date:
Barnes, Boyd T.
II 10/2911999 NWA N/A Examiner:
Level:
Date:
Reviewed By FPC Represent' Level:
Date:
NIA.
N/A Hecht, Jeff W.
111 1211611999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
NIA N/A 2-7I-II0
Florida Power Corporation Crystal River Unit 3 VT-1 I Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 ISI E8.10.1 Penetration 216 Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category.
Item No.:
VT-N011VA-N17 6/1 E-G Work R Report No.:
VT-99-207 Page:
1 of 1
tequest No.:
369323 System:
)rawing No.:
SK "in Progress" E8.110 Penetration Bolting App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO D Resolution Technique
} Equipment Lighting Tools 0
Temp. Gauge S/N: N/A 1/32' Division (Scale)
(*) Direct
- ) Mirror 0
Ambient
(*) Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient
- F (1 1/32" Line (Gray Card) 0 Remote 0
Magnifier
) Flashlight 0
Light Meter S/N:
N/A o
See Comments 0 See Comments 0 See Comments 0
Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A o
WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-(*) BOLTS, STUDS, NUTS AND WASHERS Un-VT-1i Q
VT-3
)
N/A Sat Sat VT-1 Q
VT.3 Q N/A Sat Sat V'r.1 VT-3 Q N/A Sat Sat Cracks 0 0 Q Cracks
(
- 0) 0 Q Loose Members Q
()
0 Ground Blend Material
)0 0
Pitting
(
- 0) 0 Q Cracks Q
(0) 0 Undercuts
- 0) 0 Q Corrosion
(
- 0) 0 Q Corrosion Q
(
0 Q Corrosion Buildup
(
- 0) 0 Erosion
(
- 0) 0 Q Gouges Q
0
)
0 Gouges
)0 0
Foreign Material
(
- 0) 0 Q Thread Damage 0
0 Q Evidence of Leakage c) 0 0
Gouged Parts
(
- 0) 0 Q Evidence of Leakage 0
()
0 Arc Strikes
()0 0
Wear
(
- 0) 0 Q Missing Components 0
0 Q Missing Welds 0*) 0 Q Evidence of Leakage 0j) 0 Q Fractured Members 0
(1 0
Fractured Members
)0 0
Other
(*)
0 0
Deformation 0
0 Q Deformation
- 0) 0 0 Coating Degradation
- )
0 0
Other 0
0 Other 0
0 Provide details on unsat areas.
"Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Bolting Hardware - Twelve (12) bolts/studs were in fair to good condition and examined assembled. Tool marking was noted on bolt heads and nuts. Visible threads did not exhibit recordable discontinuities.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
111 11/0511999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repre n i Level:
Date:
NWA N/A Hecht, JeffiW.
111 121111999 Other~
Level:
Date:
A.N.l.l. Review:
Date:
N/A N/A 1?7
- Florida Power Corporation Crystal River Unit 3 VT-1 I
-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 ISI E8.10.2 Penetration 217 Penetration Bolting Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-NO I IVA-N17 E/G E-G E8.1 Work Report No.:
VT-99-208 Page:
1 of 1
Request No.:
369323 System:
RB Drawing No.:
SK "In Progress" App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO I Resolution Technique J Equlopnn, Lighting Tools 0 Temp. Gauge S/N: N/A 11132-Division (Scale)
Direct
- miror 0
Ambient
) Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient F
I(*)~~~~~~~~~
~~~~~
1/2 iiin(cl)
(
ietI*
irr(
min
- micrometer (0 comparator (13 1/32" Line (Gray Card) 0 Remote 0
Magnifier (1) Flashlight 0, Caliper 0 Weld Gauge 0
Light Meter S/N: N/A o See Comments (0 See Comments 0
0 See Comments, 0 Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A o WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-()
BOLTS, STUDS, NUTS AND WASHERS Un-V.-1 VT-3 Q N/A Sat Sat VT-l Q VT-3 Q N/A Sat Sat VT-i VT-3 Q NIA Sat Sat Cracks (13 0
0 Cracks
(
0O 0
Loose Members 0
(
03 Q
Ground Blend Material
(
0 0 Q Pitting
(
0 Q Q Cracks Q
(
03 Q
Undercuts
- 0) 0 Q Corrosion
()
0 Q Corrosion Q
()
0 Corrosion Buildup
(
- 0) 0 Q Erosion
(
0 0 Q
Gouges 0
(
03 Q
Gouges (13 0
0 Foreign Material
- 0) 0 Q Thread Damage 0
(
0 Q Evidence of Leakage
(
0 Q Q Gouged Parts
(
0" 0
Evidence of Leakage 0
()
0 Arc Strikes (13 0
0 Wear
(
0 0 Q Missing Components 0
(
0 Q Missing Welds (13 0
0 Evidence of Leakage
(
0O 0
Fractured Members 0
(
0 Q Fractured Members
(
0 Q 0
Other
(
0 0 0
Deformation 0
(
0 Q Deformation
(
0 Q O
Coating Degradation (13 0
0 Other"
- 0 0
Other*
0 0
- Provide details on unsat areas.
- Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Bolting Hardware - Twelve 112) bolts/studs were In fair to good condition and examined assembled. Tool marking was noted on bolt heads and nuts. Visible threads did not exhibit recordable discontinuities.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By.
Level:
Date:
Komara, BerardPIll 1110511999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Represent e:
Level:
Date:
N/A N/A Hecht, JeffW.
Ill 12/15/1999 Other-.
Level:
Date:
A.N.I.l. Review-Date:
NIA N/A 4-tf A*.4"V 2--
Florida Power Corporation Crystal River Unit 3 VT-1 / 03 Examination Outage:
RFO11 Workscope:
ISl Summary No.:
E8.10.3 Component ID:
Penetration 222 Component
Description:
Penetration Bolting Proc. No./Accp. Proc.:
Proc. Rev.IAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N011 VA-N17 5/1 E-G E8.10 Work F Report No.:
VT-99-209 Page:
1 of I
Request No.:
369323 System:
RIB
)rawing No.:
SK "in Progress" App. Code Year/Addenda:
Section XI, 1992 Edition, 92 Addenda ISO[
Resolution Technilue Equignment Liahtin f Tools 0
Temp. Gauge SIN: N/A
- (1 1/32" Division (Scale)
Direct Mirror (1) Ambient
(*
Scale 0 Depth Gauge Cal Due: NA Sys. Temp. Ambient OF (1) 1/32" Line (Gray Card) 10 Remote JO Magnifier (1 Flashlight 0
Caliper 0 WeldcGauge 0
Light Meter S/N: N/A o see comments 0 see comments 0 see Comments Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A o WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-(1 BOLTS, STUDS, NUTS AND WASHERS Un-VT-i 0
V'-3 0
N/A Sat Sat VT-1 Q VT-3 Q
N/A Sat Sat VT.1 VT-3 0
N/A Sat Sat Cracks
(
- 0) 0 Q
Cracks (1) 0 0
Loose Members 0
(03 0
Ground Blend Material
(
0 0 Q Pitting
(
03 Q
O Cracks 0
(
0 O Undercuts (13 0
0 Corrosion 0 Q 0
Corrosion Q
()
0 Corrosion Buildup
()
0 0
Erosion
- 0)
Q O
Gouges 0
(1 0
Gouges (13 0
0 Foreign Material
()
Q 0
Thread Damage 0
()
0 Evidence of Leakage (1) 0 0
Gouged Parts 1
0 0
Evidence of Leakage 0
(1 0
Arc Strikes
()
0 0
Wear 0
0 Missing Components 0
(9) 0 Missing Welds (1) 0 0
Evidence of Leakage
()
0 0
Fractured Members 0
(13 0
Fractured Members (13 0
0 Other"
()
0 0
Deformation 0
()
0 Deformation (13 0
0 Coating Degradation 0
()
0 Other" *)
0 0
Other" 1) 0 0
- Provide details on unsat areas.
- Provide details on unsst areas.
- Provide details on unsat areas.
Comments:
VT-1 inspection of equipment hatch (RAX-3) swing bolt (72 each) and hex nut with washers accepted. Bolting hardware examined disassembled. All pressure retaining bolting hardware in fair to good condition. Tooling marks noted on bolting hardware. Minor thread nicks noted which did not inhibit nut travel through zone of engagement.
Examination Results:
SAT Examiner: 8-D,.,
/
,0 e
A CA Level:
Date:
Reviewed By:
Level:
Date:
Barnes, Boyd T.,,
II 1110611999 NIA N/A Examiner:
Level:
Date:
Reviewed By FPC Represen Level Date:
Komnara, Bernard P. *.
l11 1'10611999 Hecht, Jeff W.
I.*lI 12/i,161999 Other:
Level:
Date:
A.N.I.I. Review:.
Date:
NIA W.A I
I..,-
1-z 00
Florida Power Corporation Crystal River Unit 3 VT-1 i 0-3 Examination Outage:
RFO1i Workscope:
ISI Summary No.:
E8.10.4 Component ID:
Penetration 348 Component
Description:
Penetration Bolting Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category, Item No.:
VT-NOI IVA-N17 511 E-G E8.10 Work F Report No.:
VT-99-210 Page:
1 of I
Request No.:
369323 System:
RIB
)rawing No.:
SK "In Progress" App, Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO D Resolution J
Technigue Eiornmtu Lighting Tools 0 Temp. Gauge S/N: WA
- ) 1/3Z' Dvision (Scale)
- (1 Direct 0
Mirror
(*3 Ambient
(
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A "F
o0 1/ =Line (Gray Card) 0 Remote 0
Magnifier 0
Flashlight Caiper 0
WeldGauge Q
Light Meter SIN: N/A 1________1[
0 Maicrmeer 0 Comp aratorgh etr /: /
0 See Comments 0
See Comments 0 See Comments
- 1) Droplight 0
Level 0
See Comments Cal Due: N/A Ilium. Level N/A O WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-(13 BOLTS. STUDS, NUTS AND WASHERS Un-v'-1 0
VT-3 0
N/A Sat Sat vr.1 0
V-3 0
N/A Sat Sat vr-1 v-r3 0
N/A Sat Sat Cracks 0 Q Cracks (13 0
0 Loose Members (13 0
0 Ground Blend Material 0
0 Ptting O
O Cracks 0 (
0 Undercuts (13 Q
Q Corrosion
(
0 Q 0
Corrosion 0
(13 0
Corrosion Buildup 0
O Q
Erosion 0
Q Q
Gouges Q
0 Gouges (Lk 0 0
Foreign Material
(
0 Q Thread Damage 0
(
0 Evidence of Leakage 0
0 Q
Gouged Parts (1
0 0
Evidence of Leakage
(
Q Q
Arc Strikes
(
0 Q 0
Wear (3
0 0
Missing Components
(
03 Q 0
Missing Welds 013 0
Evidence of Leakage
(
0O 0
Fractured Members 01 O 0
Fractured Members (j) 0 0
Other*
(
0 0Deformation 0
3 Q
Deformation 0
0 Coating Degradation 3
0 0
Other0
(
00 Other*
(
0 0
- Provide details on unsat areas.
Provide details on unsat areas.
Provide details on unsat areas.
Comments:
Nut P1 327280 1 Bolt Marking HWX - Hardware in very good shape; a few with light tool marks on head.
Examination Results:
AT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Hannah, Anthonz ý 111 10/29/1999 NIA M/A Examiner Level:
Date:
Reviewed By FPC Re Level:
Date:
N/A N/A Hecht, Jeff W.
z.r III 12J1511999 Other Level:
Date:
A.N.I.I. Review.
Date:
N/A N/A i_-
- Florida Power Corporation Crystal River Unit 3 VT-I 1/0-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFOII IS' Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-NO1 /VA-N17 6/1 E-G E8.10 Re E8.10.6 Penetration 436 Penetration Bolting Work Req ISO Dray port No.:
VT-99-211 Page:
1 of 1
uest No.:
359323 System:
RB ving No.:
SK "In Progress" App. Code YearlAddenda:
Section Xl, 1992 Edition, 92 Addenda Resolution Technique Eaulpnnent Lighting Tool$
0 Temp. Gauge S/N: N/A
(*) 1/3Z' Division (Scale)
(#3 Direct 10 Mirror
- 1 Ambient
(*) Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A F
- 0) 1/32-Line (Gray Card)
) Remote 0
Magnifier 0
Flashlight 0
Micrometer 0
Comparator 0
See LimmenetG 0
Reecomo ente 10 Mgier 0omments Flashlight 0 Caliper 0 Weld Gauge 0
Light Meter S/N:
N/A 0 seeComments 0
SeesCommIents 10_See Comments (13 Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0
WELDS AND BASE MATERIALS Un-0 COMPONENT SURFACE AND INTERNALS Un-(@ BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 C
VT-3
(
N/A Sat Sat vr-t
(
VT-3 Q
N/A Sat Sat vr-1
()
v'-3 C0 NIA Sat Sat Cracks 0
0 Cracks (13 0
0 Loose Members
(*)
0 0
Ground Blend Material (13 0
0 Pitting
(
0 0 0
Cracks 0
(13 0
Undercuts (13 0
0 Corrosion
- 0)
Q 0
Corrosion 0
(1 0
Corrosion Buildup
(
0 0
Erosion (13 0
0 Gouges 0
()
0 Gouges (1
0 0
Foreign Material
(
03 Q
0 Thread Damage 0
(1 0
Evidence of Leakage (1
0 0
Gouged Parts 01 0
0 Evidence of Leakage (13 0
0 Arc Strikes (13 0
0 Wear (13 0
0 Missing Components (13 0
0 Missing Welds 01 Q
0 Evidence of Leakage (13 0
0 Fractured Members (1
0 0
Fractured Members (13 0
0 Other" (13 0
0 Deformation 0
(13 0
Deformation 0
0 Coating Degradation 0
0 Other
(
0 0
Other
(
- 0) 0 "Provide details on unsat areas.
- Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Nut P13272801 Bolt-Marking HWX - Hardware in very good shape; a few with light tool marks on head.,
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Hannah, Anthonytr*
Ill 10/29/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative-Level:
Date:
N/A N/A Hecht, Jeff W.
Il1 12111/1999 Other:
Level:
Date:
A.N.I. Review:
Date:
N/A N/AIII__IIII_
I J
0
- Florida Power Corporation Crystal River Unit 3 VT-1 i #0-3 Examination Outage:
RFO11 Workscope:
ISI Summary No.:
EX.XX.6 Component ID:
Penetration 125 Component
Description:
Penetration Bolting Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev,:
Exam Category:
Item No,:
App. Code Year/Addenda:
VT-NOl I VA-N17 6/1 E-X EX.XX Section Xl, 1992 Edition, 92 Addenda Re Work Req ISO Dram port No.:
VT-99-220 Page:
1 of I
uest No.:
359323 System:
RB wing No.:
SK "In Progress" Resolution Tchnoiue J EaulirnentahlinTools Q Temp Gauge S/N: N/A 1/37" Division (Scale)
Direct Mirror 0
Ambient Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF
(*) 1/32" Line (Gray Card) 0 Remote 0
Magnifier
) Flashlight 0 micrometer 0
Comparator 0
Light Meter S/N: N/A 1)_____
Mcrometer 0
el ComaratorihtMte
/
/
0 See Comments 0 see comments 0 See Comments 0 Droplight Q Level 0 See Comments Cal Due: N/A Ilium. Level N/A O WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-()
BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 0
VT-3 0
N/A Sat Sat VT-1 0
VT-3 0
N/A Sat Sat VT-1
(*
VT-3 0
N/A Sat Sat Cracks 0
0 Cracks
)
0 0
Loose Members
- )
0 0
Ground Blend Material
(
- 0) 0 Q Pitting
(*
0 0
Cracks 0
(
- 0) Q Undercuts
(
- 0) 0 Q Corrosion 0
0 Corrosion 0
(
0 Q Corrosion Buildup
(
- 0) 0 Q Erosion
(
- 0) 0 Q Gouges 0
0 Gouges
(
- 0) 0 Q Foreign Material
)
0 0
Thread Damage 0
(*)
0 Evidence of Leakage
@)
0 0
Gouged Parts 0
0 Evidence of Leakage 0
0 Q Arc Strikes
(
- 0) 0 Q Wear
(
- 0) 0 Q Missing Components
- )
0 0
Missing Welds
(
0 0
Evidence of Leakage
- 0) 0 Q Fractured Members 0
(*)
0 Fractured Members
(
0 Other*
(
- 0) 0 Deformation Q
(0 )
0 Deformation
(
0 0
Coating Degradation
(
0 0 Q other"
- 0 0
Other"
- 0 0
- Provide details on unsat areas.
- Provide details on unsat areas.
" Provide details on unsat areas.
Comments:
All bolting hardware for Penetration.125 (9bolts/nuts) were In fair condition, and examined disassembled.. Minor tool marks were noted on bolt heads and nuts. Light surface rust was visible on, and cleaned from threaded areas. Nicks/scratches on threads did not inhibit nut travel through zone of engagement Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Kornara, Bernard P. X?
/ 4 H.d.-
III 11/05/1999 NWA N/A Examiner:
Level:
Date:
Reviewed By FPC Replese tattt/
Level:
Date:
NWA N/A Hecht, Jeff W.
IIIt 12/1/1999 Other.
Level:
Date:
A.N.lI.. Review:.
{
Date:
N/A N/A
Florida Power Corporation Crystal River Unit 3 VT-1 / 0-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFOI1 ISI EX.XX.6 Penetration 126 Penetration Bolting Proc. No./Accp. Proc.:
Proc. Rev,/Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N01 1VA-N17 511 E-X EX.XX Report No.:
VT-99-217 Page:
1 of 1
Work Request No.:
369323 System:
SK "in Progress" App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda Resolution
}Technioue Equipment Linfitinal Tools 0 Temp. Gauge SIN: N/A o0 1/32 Division (Scale)
(4) Direct M
mirror 0 Ambient I
scale 0
Depth Gauge Cal Due: NIA Sys. Temp. Ambient-* F 1
0 Micrometer 0
Comparator I Z'Line (GrayCard) IORemote 0 Magnifier Flashlight 0
Lght Meter SIN: N/A I0 see comments OSee Comments 0 see comments 0 Droplight 0
Level 0
See Comments Cal Due: N/A Ilium. Level N/A Q WELDS AND BASE MATERIALS Un-O COMPONENT SURFACE AND INTERNALS Un-(*) BOLTS, STUDS, NUTS AND WASHERS Un-v-r-1 VT-3 0
N/A Sat Sat VT-Q VT-3 0
N/A Sat Sat VT-1 VT-3 0
N/A Sat Sat Cracks 0
0 Cracks Q 0 Loose Members Q
0 Ground Blend Material 0
0 Pitting
- 0) 0 Q Cracks 0
0 Undercuts 0
0 Corrosion
- 0) 0 Q Corrosion 0
0 Corrosion Buildup O
Erosion 0
0 Gouges 0
0 0 Gouges 0
0 Foreign Material 0
0 Thread Damage 0
0 O Evidence of Leakage
(#3 0
0 Gouged Parts (13 0
0 Evidence of Leakage 0
(
03 Q
Arc Strikes
(
0 0
Wear
(
0 0
Missing Components 0
(
0 Missing Welds (13 0
0 Evidence of Leakage
)
0 0
Fractured Members 0
(
03 Q
Fractured Members
(
0 Q 0
Other*
()
0 0
Deformation 0
(1) 0 Deformation 0
0 Coating Degradation 0
0 Other" 0
0 Other" *)
0 0
- Provide details on unsat areas.
- Provide details on unsat areas.
" Provide details on unsat areas.
Comments:
Arc strike on gasket seating surface of weld neck flange and numerous harmmer marks outside seating surface. Fitup of weld.neck flange rides hard against existing pipe. :Location reactor -;
building liner plate layout 00 to 900.
- 1.(Note: Summary No., Exam Category, and Item No. contain the letter"X", which represents an unknown value that will be identified in the future by field verification.)
" -.1
£ Examination Results.
+
Examiner:
A..
o
/
i..
r' Level:
Date:
Reviewed By:
Barnes, Boyd 7.
V,'rd
-. 5W 7
,R,.-
11 10/28/1999 N/A Examiner:.
Level:
Date:
Reviewed By FP N/A N/A Hecht, Jeff W.
Other:
Level:
Date:
A.N.I.I. Review:
N/A N/A C I
- Florida Power Corporation Crystal River Unit 3 VT-1 i W-3 Examination Outage:
RFO11 Workscope:
ISI Summary No.:
EX.XX.4 Component ID:
Penetration 122 ent
Description:
Penetration Bolting Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category.
Item No.:
VT-N01I iVA-N1?
511' E-X EX.XX Re Work Req ISO Dra*
port No.:
VT-99-216 Page:
1 of 1
uest No.:
359323 System:
RB wing No.:
SK "in Progress" Compon App. Code Year/Addenda:
Section XI, 1992 Edition, 92 Addenda
[Reoltio ~tiln~4 Uhtna0 Temp. Gauge S/N:NA 0 1/3-Dvsion (Scale)
- Direct
- Mirror 0 Ambient Scale 0 Depth Gauge Cal Due: NWA Sys. Temp. Ambient OF, 1()
1132" Line (Gray Card)
O Remote 0o Magnifier (13 Flashlight Micrometer 0
Comparator Caliper 0 Weld Gauge 0
Light Meter S/N:
N/A O See Comments 0 See Comments 0 See Comments 0 Droplight Level 0 See Comments Cal Due: N/A Ilium. Level N/A O WELDS AND BASE MATERIALS Un-O COMPONENT SURFACE AND INTERNALS Un-(13 BOLTS, STUDS, NUTS AND WASHERS Un-:
V-I-1 0
VT-3 0
NIA Sat Sat VT-i 0
v\\r-3 0
@)
VT-3 0
NIA Sat Sat Cracks
()
0 0
Cracks
()3 0
0 Loose Members 0
01 Q
Ground Blend Material 0
Q Pitting 0
0 Cracks 0
Undercuts (1
0 0
Corrosion 0 Q Corrosion 0
Corrosion Buildup
(
0 0 Q Erosion (1
0 0
Gouges Q
(13 0
Gouges (13 0
0 Foreign Material
- 0) 0 Q Thread Damage 0
0 Q Evidence of Leakage
()3 0
0 Gouged Parts
()
0 Evidence of Leakage 0
(1 0
Arc Strikes (13 0
0 Wear (13 0
0 Missing Components 0
- 0)
Q Missing Welds 0
0 Evidence of Leakage (1
0 0
Fractured Members 0
0 Fractured Members (13 0
0 Other (13 0
0 Deformation 0
(1 0
Deformation
(
') Q Q Coating Degradation 0
01 Q
Other" (13 0
0 Other
- 0 0
- Provide details on unsat areas.
- Provide details on unsat areas.
"Provide details on unsat areas.
Comments:
% (Note: Summary No., Exam Category, and Item No. contain-theletter "X" which represents an unknown value that will be identified in the future by field verification.)
Examination Results:
SAT Examiner: S..A,
P Level:
Date:
Reviewed By:
Level:
Date:
Barnes, Boyd T.
II 10/28/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represen Level:
Date:
N/A N/A Hecht, Jeff W.
111 12/1511989 Other-Level:
Date:
A.N.MI. Review.
Date:
N/A N/A ItII.
- Florida Power Corporation Crystal River Unit 3 VT-I I P-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 ISI EX.XX.3 Penetration 121 Penetration Bolting Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category.
Item No.:
VT-N01 I VA-N17 511 E-X EX.XX Work R Report No.:
VT-99-215 Page:
1 of I
lequest No.:
359323 System:
RB Irawing No,:
SK 'in Progress" App. Code Year/Addenda:
Section XI, 1992 Edition, 92 Addenda ISO D Resolution Technlaue
} Eaul*oment Lighting Toos 0 Temp. Gauge S/N: NA 0
1/32" Division (Scale)
- ) Direct I mirror 0
Ambient Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF 1/32-Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Micrometer 0W Comparator 10 Caliper 0
Light Meter SIN: WA o See Comments 1
See Comments 0 See Comments 0
Dropllght 0
Level 0 See Comments Cal Due: N/A Ilium. Level NIA o WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-(
BOLTS, STUDS, NUTS AND WASHERS Un-VT-I Q
VT-3
(
NIA Sat Sat VT-1 Q
VT-3
(
N/A Sat Sat VT-11 W-3 C
N/A Sat Sat Cracks
(
0 0
Cracks 0
0 Loose Members Q
Q Ground Blend Material
(
- 0) 0 Q
Pitting 0
0 Cracks 0
(*)
0 Undercuts (130 0
Corrosion
()
Q 0
Corrosion 0
(
- 0) Q Corrosion Buildup
(
0 0 Q
Erosion (13 0
0 Gouges 0
(
0 Q Gouges
()
0 0
Foreign Material
()3 0
0 Thread Damage 0
- 0) Q Evidence of Leakage (13 0 0
Gouged Parts
(
- 0) Q 0
Evidence of Leakage 00
(
0 Arc Strikes (3
0 Q
)
Wear (3
0 0
Missing Components Q0 01 Q Missing Welds (130 0
Evidence of Leakage 0
0 Fractured Members 0
(
- 0) Q Fractured Members (13 0
0 Other (1) 0 0
Deformation Q
(1r 0
Deformation
- 0) 0 Q
Coaling Degradation 0
(
0 Q Other' (13 0
0 Other*
()
0 0
"Provide details on unsat areas.
- Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
{Note: Sumnnary No., Exam Category; and Item No. contain the letter "X" which represents an unknown value that will be identified In the future by field verification.)
Examination Results:
SAT Examiner:
A-P. AA, 73, F
Level:
Date:
Reviewed By:
Level:
Date:
Barnes, odT.
II 10/2811989 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representat,-l Level:
Date:
N/A WA Hecht.Jeff W.
,,1 12/15/1998 Other Level:
Date:
A.N.I.I. Review.
("
Date:
NIA N/A
__/
Florida Power Corporation Crystal River Unit 3 VT-1 I
-3 Examination w
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 ISI Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:.
Item No.:
VT-N01 /VA-N17 E-X EX.XX.1 Work Report No.:
VT-99-206 Page:
1 of I
Request No.:
359323 System:
RB Drawing No.:
SK "In Progress" Penetration 202 Penetration Bolting EX.XX App. Code YearlAddenda:
Section XI, 1992 Edition, 92 Addenda ISO II II I Resolution Techniaus Egulin~nt 1Lihtlna Tools 0 Temp. Gauge S/N: NIA S1/32" Division (Scale)
(
Direct
- 1 Mirror 0 Ambient scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF
()
1132" Line (Gray Card)
C) Remote 0 Magnifier
() Flashlight O Micromater 0 comparagor 0 Caliper 0
Light Meter SIN: NIA 0
See Comments 0
See Comments 0
see Comments 0 Droplight 0
Level 0
See Comments Cal Due: NIA Illum. Level N/A o
WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-()
BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 0
VT-3 0
N/A Sat Sat VT-I O
VT-3 N/A Sat Sat VT-I VT-3 0
N/A Sat Sat Cracks (1)
Q Q Cracks
- 0) 0 Q Loose Members 0
()
0 Ground Blend Material
(@)
0 0
Pitting
- 01) 0 Q Cracks 0
(
03 O
Undercuts (13 0
0 Corrosion (13 0
0 Corrosion 0
(
C)
Q Corrosion Buildup
(
0 0
Erosion 0
0 Gouges 0
(
0 Gouges
(
- 0) 0 Q Foreign Material
(
0O 0
Thread Damage Q
(
03 Q
Evidence of Leakage (13 Q
O Gouged Parts (13 0 Q Evidence of Leakage Q
(13 Q
Arc Strikes
(
0 0 Q Wear
(
03 Q Q Missing Components 0
0(1 Q
Missing Welds (1
0 0
Evidence of Leakage
(
0 Q 0
Fractured Members 0
(
03 Q
Fractured Members 0
0 Q Other(
0 0
Deformation 0
(
03 Q
Deformation 0
0 Q Coating Degradation
(
Q 0
Othear 0
0 Other
(*3 0
0 Provide details on unsat areas.
"Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Bolting Hardware - Four (4) bolts/studs were in fair to good condition and examined assembled. Tool marking was noted on bolt heads and nuts. Visible threads did not exhibit recordable discontinuities.
fNote: Summary No., Exam Category, and Item No. contain the letter -X" which represents an unknown value that will be Identified in the future by field verification.)
Examination Results:
SAT Exarniner ALevel:
Date:
Reviewed By:
Level:
Date:
Komara, Bernard P.
- 11.
/1
/4 I,1 11105/1999 N/A NIA Examiner:
Level:
Date:
Reviewed By FPC Repr tive:
Level:
Date:
N/A N/A
.Hecht, Jeff W.
11i 12J1511999 Other:
Level:
Date:
ANI.I. Review-.
Date:
N/A N/A 7__7-_0_0
- Florida Power Corporation Crystal River Unit 3 VT-1 I Examination Outage:
RFO11 Workscope:
ISI Summary No.:
EX.XX.2 Component ID:
Penetration 367 Component
Description:
Penetration Bolting Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-NO1 I VA-NIT 5/1 E-X EX.XX Work R Report No.:
VT-99-212 Page:
1 of 1
Request No.:
359323 System:
RB Drawing No.:
SK "In Progress" App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO Resolution oechniaue EIuloment Lighting Tools 0 Temp.GaugeS/N: WA o 1/3Z' Division (Scale)
- Direct (J Mirror 0
Ambient
(* Scale 0
Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF 1/3T Line (Gray Card) 0 Remote 0
Magnifier
- 13 Flashlight 0
Light Meter S/N: NWA o see Comments 0
See Comments 0 see Comments, 0 Droplight 0
Level 0 See Comments Cal Due: NIA ilium. Level N/A o WELDS AND BASE MATERIALS Un-C) COMPONENT SURFACE AND INTERNALS Un-(1) BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 Q
VT-3 O
N/A Sat Sat vr-1
(
VT-3 0
N/A Sat Sat VT-1
)
VT-3 Q NIA Sat Sat Cracks (13 0
0 Cracks (13 0
0 Loose Members 0
(0) 0 Ground Blend Material (1)0 0
Pitting
(
0O 0
Cracks 0
(*)
0 Undercuts
()
0 0
Corrosion
()
0 0
Corrosion 0
(0) 0 Corrosion Buildup
(
0 0 0
Erosion (1
0 Q
Gouges 0
(1) 0 Gouges
()
0 0
Foreign Material
(
- 0) 0 0
Thread Damage 0
(1) 0 Evidence of Leakage (13 0
0 Gouged Parts (13 0
0 Evidence of Leakage 0
(13 0
Arc Strikes (1
0 0
Wear (1
0 0
Missing Components 0
()
0 Missing Welds 0(1 Q
0 Evidence of Leakage (1) 0 0
Fractured Members 0
()
0 Fractured Members (1
0 0
Other'
()
0 0
Deformation 0
(1 0
Deformation (1
0 0
Coating Degradation 0
(1 0
Other 0
0 Other (1
0 0
- Provide details on unsat areas.
- Provide details on unsat areas.
Provide details on unsat areas.
Comments:
VT-1 Inspection accept of bolted connection Penetration 367. Location reactor building liner plate layout 1800 to 2700..,,
(Note: Summary No., Exam Category, and Item No. contain the letter "X" which represents an unknown value that will be Identified In the future by field verification.)
Examination Results:
SAT Examiner:
AR* A,,,.A.
Or-4,K,,
e, Level:
Date:
Reviewed By:
Level:
Date:
Barnes, Boyd T.
1, 1'/d4,.
aA',,
II 10/2811999 N/A N/A Examiner A
leLevel:
Date:
Reviewed By FPC Represet, Level:
Date:
N/A N/A Hecht, Jeff W.
77 III 12/1611999 Other Level:
Date:
A.N.I.I. Review:.
Date:
N/A I
N/A 2-I I00
- Florida Power Corporation Crystal River Unit 3 VT-1 i #3 Examination Outage:
RFO11 Workscope:
ISI Summary No.:
E8.10.7 Component ID:
Penetration 120 Component
Description:
Penetration Bolting Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category Item No.:
VT..NO1I IVA.17 5/11 E43 Work Report No.:
VT-99.219 Page:
1 of I
Request No.:
359323 System:
R1B Drawing No.;
SK "In Progress" E8.10 App. Code Year/Addenda:
Section XI, 1992 Edition, 92 Addenda ISO I Eolomnt Lghtng 121!0 Temp. Gauge S/N: N/A
"(1 1/3Z' Division (Scale) 1(1 Direct (13 Mirror
(@ Ambient
()
Scale 0
Depth Gauge Cal Due:
N/A Sys. Temp. Ambient F
(13 1/32" Line (Gray Card) jO Remote 0
Magnifier
()
Flashlight 0
Micrometer 0W Comparator 0
Lght Meter SIN: WA 0
See Comments 0
See Comments 0 see Comments 0
Droplight 0
Level 0 See Comments Cal Due:
N/A Ilium. Level N/A 0
WELDS AND BASE MATERIALS Un-0 COMPONENT SURFACE AND INTERNALS Un-(1 BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 0
VT-3 0
N/A Sat Sat VT-1 0
VT-3 0
N/A Sat Sat VT-1
(§ VT-3 0
N/A Sat Sat Cracks 0
0 Cracks 0
0 Loose Members
(
0 0
Ground Blend Material C) 0 0
Pitting (13 0
0 Cracks 0
(13 0
Undercuts 0
0 Corrosion 0 0 0 Corrosion 0
(
0 Corrosion Buildup
(
D) 0 0
Erosion (13 0
0 Gouges 0
(13 0
Gouges (1) 0 0
Foreign Material (13 0
0 Thread Damage 0
3 0
Evidence of Leakage (1) 0 0
Gouged Parts
(
03 Q
0 Evidence of Leakage 0
(13 0
Arc Strikes (1) 0 0
Wear (13 0
0 Missing Components
(*)
0 0
Missing Welds
(
0 0
Evidence of Leakage 0 0 0
Fractured Members 0
(
03 0
Fractured Members (13 0
0 Other"
(
0O 0
Deformation 0
(3 0
Deformation 0
0 Coating Degradation 3
0 0
Other"
(
0 0
Other" (1
0 0
- Provide details on unseat areas.
Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
All bolting hardware (20 bolts/nuts) in-good condition and examined disassembled. Minortool marks on heads/nuts. Minor dings on threads which do not Inhibitlnut travel-in area of7, engagement.
Note: Examined assembled Penetration 120, as bolted, on 11/5199. All conditions SAT.
i," ý: 4.
- Florida Power Corporation Crystal River Unit 3 VT-1 / A-3 Examination 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFOII ISl E1.10.7 Penetration 120 Penetration Bolting Proc. No.[Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-NO1 I VA-N17 61/ 1 E-G E8.10 Work F Report No.:
VT-99-214 Page:
1 of I
Request No.:
359323 System:
)rawlng No.:
SK "in Progress" App, Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO r esIIIutIilQ Techniaue JEulmeintn LIabina Tools 0 Temp. Gauge SIN: N/A 0 1 t3" Division (Scale) iDirect
- Mirror 0 Ambient
(
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient "F
@ 1/32" Une (Gray Card) 0 Remote J0 Magnifier
- ) Flashlight 0
Caliper 0 WeldGauge 0
Light Meter ScN: N/A o
See Comments 0 See Comments 0 See Comments 0 Droplight 0
Level 0 See Comments Cat Due: N/A Ilium. Level N/A o
WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-(19 BOLTS, STUDS, NUTS AND WASHERS Un-VT-1 0
VT-3 0
N/A Sat Sat Vr-1 0
VT-3 0
N/A Sat Sat VT-1
@)
VT-3 0
N/A Sat Sat Cracks (19 0
0 Cracks (19 0
0 Loose Members 0
(19 0
Ground Blend Material
()
Q Q Pitting
(
09 Q
Q Cracks Q
(
0 Q Undercuts
()
Q Q Corrosion
(
09 0 O Corrosion Q
(
09 Q
Corrosion Buildup (19 0
0 Erosion (1
O 0
Gouges Q
(1 0
Gouges (1
Q Q
Foreign Material (1
Q Q
Thread Damage Q
(
0 Q Evidence of Leakage
(*9 0
0 Gouged Parts (1
0 0
Evidence of Leakage 0
(19 0
Arc Strikes
(*9 0
0 Wear
(
0 Q
-0 Missing Components 0
(19 0
Missing Welds
(*9 0
0 Evidence of Leakage
- 0) 0 Q Fractured Members Q
(1 Q
Fractured Members
(*9 0
0 Other"
(
09 Q
0 Deformation 0
"19 0
Deformation
(
0 0
Coating Degradation 0
0 Other 0
0 Other" 0
0
- Provide details on unsat areas.
Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Location reactor building liner plate layout 00 to 90.
Examination Results-SAT Examiner:
-4*L Jr.;':, 40-s
',,a Level:
Date:
Reviewed By:
Level:
Date:
Barnes, Boyd T.
A.,*
II 10/2811999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repres
[l vel:
Date:
N/A NIA Hecht, Jeff W.
.,-- (
IIU 121111999 Other:
Level:
Date:
A.N.I.I. Review:
(
Date:
N/A NIA
,, a 4
- Florida Power Corporation Crystal River Unit 3 VT-II /#0.3 Examination 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11
'SI Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N01 I VA-N17 611 E-G E8.10 E8.10.6 Work R Report No.:
VT-89-218 Page:
1 of 1
tequest No.:
369323 System:
)rawing No.:
SK "In Progress" Penetration 119 Penetration Bolting App. Code Year/Addenda:
Section Xl, 1992 Edition, 92 Addenda ISO I Resolution Technique Eluinment ig~hting Tools 0
Temp. Gauge S/N: NiA
- 1 1/32-Division (Scale)
- 1 Direct
- Mirror j(3Ambi~bent
- Scale 0 Depth Gauge Cal Due: N/A Sys. Temp. Ambient OF
() 1/32" Line (Gray Card) 0 Remote 0
Magnifier
(
Flashlight 0
micrometer 0 comparator 0_Caliper 0
- 0)
Lght Meter S/N: NMA o see comments 0 see comments 0 see comments 0 Droplight Level 0 See Comments Cal Due: N/A Ilium, Level N/A o WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-()
BOLTS, STUDS, NUTS AND WASHERS Un-VM-1 O
VT-3 0
NIA Sat Sat VT-t Q
V'-3 0
N/A Sat Sat vr-1
@)
VT-3 0
N/A Sat Sat Cracks
(
- 0) 0 Q Cracks
(
- 0) 0 Loose Members
(*
0 0
Ground Blend Material
(
0O 0
Pitting
(
0O 0
Cracks 0
(
03 Q
Undercuts
(
0O 0
Corrosion
(
03 0 Q Corrosion 0
0 Q Corrosion Buildup
(
03 0 Q Erosion 0Q 0Q Gouges Q
(1 0
Gouges
(
03 0 Q Foreign Material (1) 0 0
Thread Damage 0
- 0) 0 Evidence of Leakage 13 0
0 Gouged Parts
(
- 0) 0 Q Evidence of Leakage O0 0
Arc Strikes (13 0
0 Wear (1) 0 0
Missing Components
- )
Q 0
Missing Welds
(
O Q
Evidence of Leakage 0 Q Fractured Members Q
0 Q Fractured Members
(
- 0) 0 Q Other(
0 0
Deformation Q
(
03 Q
Deformation
(
03 Q Q Coating Degradation (1
Q Q
Other*
(
- 0) 0 Q Other
(*3 0
0
" Provide details on unsat areas.
- Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
All bolting hardware(20 bolts/nuts) in good condition andexamined disassembled. Minor tool marks on heads/nuts. Minor dings~on threads which donot inhibit nut travel in area of engagement.
" -.-Note: zExamined assembled Penetration 119, as bolted. on 11/5/99. -All conditions SAT.
- j.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Komara. Bernard P. S/IP le s..
III 1I/03/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representa lv, Level:
Date:
N/A N/A Hecht, Jeff W.
Z
- =
I11 12/1811999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A NIA I
2-7-0 1
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-624 Component ID:
EFH-6Z4 Component
Description:
SUPPORT Pipe Hanger, Aiport or Restraint Data 0
Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N 10 I VA-NOS 11/2 F-A F1.309 Work Report No.:
VT-99-109 Page:
1 of I
Request No.:
360341 System:
EF Drawing No.:
SK "In Progress" App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda ISO Resolution Techn aue T
e Lighting Tools 0 Temp. Gauge S/N: NIA 1/32" Division (Scale)
() Direct
@) Mirror 0 Ambient
(* Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F 0
Micrometer 0 Comparator o 1/3Z' Line (Gray Card) 0 Remote 0O Magnifier
) Flashlight (0 Caliper 0 Weld Gauge 0
Light Meter SIN:
N/A o See Comments 0 See Comments 0_see comments, Droplight 0 Level 0 see Comments Cal Due: N/A Ilium. Level N/A o VARIABLE SPRING SUPPORTS Un-(
CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 NIA Sat Sat v-r-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds 0
0 Cracks in Welds 0
0 Cracks in Welds 0
0 Broken/Missing Cotter Pins
(
- 0) 0 0 Broken/Mlsslng Cotter Pins
(*
0 0
Broken/Missing Cotter Pins 0
0 Loose/Missing Locknuts 0
0 Loose/Missing Locknuts 0
) 0 Loose/Missing Locknuts 0 0 0
Struct Steel/Imbedded Plates 0
0 Stuct Steel/Imbedded Plates Q
(0 )
0 Struct Steel/imbedded Plates
(
- 0) 0 0 Concrete Anchors 0
0 Concrete Anchors 0
0 0 Concrete Anchors 0
0 Engagement
()
0 0
Engagement 0
(*)
0 Pipe, Hanger/Rod Movement Obstrs
(
- 0) 0 0 Movement Obstructions
(
0 0
Movement Obstructions Q ()
Q Fluid Level in Reservoir
(
0 0
Loose Position/Load Indicator (0) 0 0
Loose Position/Load Indicator
(
0 0
Leaks in Connections 0
0 Pivot Wear 0
0 Pivot Wear 0
(*
0 Corrosion/Cleanliness/Scratches on Piston Rod
)
0 0
Anchor Points for Binding/Excess Movement
(
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A 0*) 0 0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
NIA Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:
Date:
IrIbeck, Dustin
[]l 10/1811999 NIA N/A Examiner:
Level:
Date:
Reviewed By FPC Represent vLevel:
Date:
N/A N/A Hecht, Jeff W.
I1l 12/1311999 Other:
Level:
Date:
A.N.I.I. Review.:
)
Date:
N, A NIA
__I
Florida Power Corporation Crystal River Unit 3 Pipe Hanger,
- port or Restraint Data Outage:
RFOi1 Workscope:
PSI Summary No.:
EFH-623 Component ID:
EFH-623 Component
Description:
SUPPORT Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10I/VA-NOI 1/2 F-A F1.3018 Work Report No.:
VT-99-108 Page:
1 of 1
Request No.:
360341 System:
EF Drawing No.:
SK "in Progress" App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO I Resolution Technioue Equipment LiOhtina Tools o Temp. Gauge S/N: N/A 1/32" Division (Scale)
( Direct Mirror 0
Ambient M
Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A F
o 1/32" Line (Gray Card) 0 Remote 0
Magnifier Flashlight 0
Caliper 0
Light Meter SIN: N/A 0
See Comments 0 See Comments 0
See Comments 0
Droplight 0
Level 0
See Comments Cal Due: N/A Ilium. Level NIA o
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAUUC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat Vr-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
(*)0 0
Cracks In Welds 0
0 Cracks in Welds
(
0 0
Broken/MV1issing Cotter Pins 0
0 Broken/Missing Cotter Pins
(§) 0 0
Broken/Missing Cotter Pins
(
- 0) 0 0 Loose/Missing Locknuts
(
- 0) 0 0 Loose/Missing Locknuts 0
1*
0 Loose/Missing Locknuts
(
- 0) 0 0 Struct Steel/Imbedded Plates
(
- 0) 0 0 Stuct Steel/Imbedded Plates Q (
0 O Struct Steel/Imbedded Plates
() 0 0
Concrete Anchors 0
0 Concrete Anchors 0
0 0 Concrete Anchors
() 0 0
Engagement 0
0 Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs 0
0 Movement Obstructions 0
0 Movement Obstructions 0
(*
0 Fluid Level In Reservoir 0
0 Loose Position/Load Indicator 0
0 Loose Position/Load indicator
(§ Q Q Leaks in Connections
- 0) 0 0 Pivot Wear
()0 0
Pivot Wear Q
- 13 Q Corrosion/Cleanliness/Scratches on Piston Rod (13 0
0 Anchor Points for Binding/Excess Movement (1
0 0
Vent for Obstructions (1)0 0
Hot Load:
N/A Hot Setting:
N/AFuiLel NA)O O
Fluid Level:
NIA (3 0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
NIA Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-626 Component ID:
EFH-626 Component
Description:
SPRING CAN Pipe Hanger, *port or Restraint Data 0
Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Rem No.:
VT-N10/VA-N08 112 F-A F1.30A Work R Report No.:
VT-99-110 Page:
1 of I
tequest No.:
360341 System:
EF Irawing No.:
SK "in Progress" App. Code Year/Addenda:
Section XA, 1989 Edition wlo Addenda ISO D Resolution Techniaue Equipment Lighting Tools 0
Temp. Gauge S/N: N/A 1/32" Division (Scale)
@) Direct
- ) Mirror 0 Ambient
N/A 0 F I0 Micrometer 0 Comparator o 1/32-Line (Gray Card) 0 Remote 0
Magnifier Flashlight I0 Caliper 0 Weld Gauge 0
Light Meter S/N: NIA o
See Comments 0 See Comments Q See Comments 10 Droplight 10 Level 0 See Comments Cal Due: N/A Ilium. Level N/A
() VARIABLE SPRING SUPPORTS Un-0 CONSTANT SUPPORTSIRESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat vT.3 N/A Sat Sat VT.3 N/A Sat Sat Cracks in Welds 0
(
0 0 Cracks in Welds 0
0 Cracks in Welds 0
0 Broken/Missing Cotter Pins 0
0 0 Broken/Missing Cotter Pins
(
0 0
Broken/Missing Cotter Pins
(*)0 0
Loose/Missing Locknuts 0
(
0 0 Loose/Missing Locknuts
(
- 0) 0 0 Loose/Missing Locknuts
(*
0 0
Struct Steel/Imbedded Plates 0
0 Stuct Steel/Imbedded Plates
()
0 0
Struct Steel/Imbedded Plates
(#) 0 0
Concrete Anchors 0
0 Concrete Anchors
- 0) 0 0 Concrete Anchors
(
0 0
Engagement 0
0 0 Engagement
(
0 0
Pipe, Hanger/Rod Movement Obstrs
(
0 0
Movement Obstructions 0(
) 0 Movement Obstructions
(
- 0) 0 Fluid Level in Reservoir
(
- 0) 0 0 Loose Position/Load Indicator 0
()
0 Loose Position/Load Indicator
(
0 0
Leaks in Connections
(
- 0) 0 0 Pivot Wear 0
0 Pivot Wear (0) 0 0
Corrosion/Cleanliness/Scratches on Piston Rod
(@) 0 0
Anchor Points for Binding/Excess Movement
(*)
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A 0 0 Cold Load:
779 Cold Setting:
NA Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
1.35" /796 Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
Bergen Paterson Size 3200-9 Type B.
Load indicator reading is within 1/8" of design load.
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, A pport or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI EFH-593 EFH-593 RESTRAINT Proc. No./Accp. Proc,:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 I VA-N09 112 F-A Work R Report No.:
VT-99-101 Page:
1 of I
tequest No.:
361341 System:
EF Drawing No.:
P-304-807 F11.30B App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO D Resolution Techninue J Equipmept Lighting Tool 0
Temp. Gauge SIN: N(A
(
1132" Division (Scale)
(1) Direct i1) Mirror
(
Ambient
(*) Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F
- 0) micrometer 0* comparator O 1/32 Line (Gray Card) 0 Remote 0
Magnifier
()
Flashlight 0
Light Meter SIN:
NIA O See Comments 0 See Comments 0
See Comments 0
Droplight 0
Level 0
See Comments Cal Due: NIA Ilium. Level N/A O VARIABLE SPRING SUPPORTS Un-CONSTANT SUPPORTSIRESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 NIA Sat Sat Cracks in Welds (13 0
0 Cracks in Welds 0
(*)
0 Cracks in Welds (1) 0 0
Broken/Missing Cotter Pins (13 0
0 Broken/Missing Cotter Pins
(*
0 0
Broken/Missing Cotter Pins (13 0
0 Loose/Missing Locknuts (13 0
0 Loose/Missing Locknuts 0
()
0 Loose/Missing Locknuts (1)-0 0 Struct Steel/imbedded Plates (13 0
0 Stuct Steel/Imbedded Plates 0
(1) 0 Struct Steel/Imbedded Plates (13 0
0 Concrete Anchors (1
0 0
Concrete Anchors
(*3 0
0 Concrete Anchors (13 0
0 Engagement 0
0 Engagement 0
(13 0
Pipe, Hanger/Rod Movement Obstrs (13 0
0 Movement Obstructions (1
0 0
Movement Obstructions 0
(1 Q
Fluid Level in Reservoir (3
0 0
Loose Position/Load Indicator (13 0
0 Loose Position/Load Indicator (13 0
Q Leaks In Connections 0
0 Pivot Wear (13 0
0 Pivot Wear 0
(*
Q Corrosion/Cleanliness/Scratches on Piston Rod
(@
0 0
Anchor Points for Binding/Excess Movement (13 0
0 Vent for Obstructions (1
0 0
Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A (1
0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
NIA Comments:
N/A
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, port or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-496 Component ID:
EFH-596 Component
Description:
RESTRAINT Proc. No./Accp. Proc.:
Proc. Rev.JAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N`1 I VA-NOS 1/2 F-A F1.30A Re Work Req ISO Drai port No.:
VT-99-102 Page:
1 of I
uest No.:
361341 System:
EF wing No.:
SKH-235.1 App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda Resolution Technique Egujonient JLightina Tools 0 Temp. Gauge S/N: N/A 1/32-Division (Scale)
Direct Mirror 0 Ambient Scale 0
Depth Gauge Cal Due: NIA Sys. Temp.
N/A F
D~r.18 irrr J0 Abiet
- 0 Micrometer 0 Comparator 0 1/32-Line (Gray Card)
Re.mote 0 magnifier
- Flashlight 0
Light Meter SIN: N/A 0
see comments 0
See Comments 1o See Comments
()
Droplight 0
Level O
see Comments Cal Due:
o/A Blum. Level NrA 0
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 NIA Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds 0
0 Cracks in Welds 0
(*
0 Cracks in Welds 0*) 0 0 Broken/Missing Cotter Pins (1) 0 0
Broken/Missing Cotter Pins
- )
0 0
Broken/Missing Cotter Pins
(
0 0
Loose/Missing Locknuts
)0 0 Loose/Missing Locknuts 0
) 0 Loose/Missing Locknuts 0
0 Struct Steel/Imbedded Plates
()
0 0
Stuct Steel/Imbedded Plates 0
) 0 Struct Steellimbedded Plates
)
0 0
Concrete Anchors 0
0 Concrete Anchors 0
0 Concrete Anchors 0
0 Engagement 0
0 Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs
(
0 0
Movement Obstructions 0 0 0
Movement Obstructions 0
0 Fluid Level in Reservoir l) 0 0
Loose PosionLoad Indicator 0
0 Loose Position/Load Indicator
(*
0 0
Leaks in Connections
() 0 0
Pivot Wear 0
0 Pivot Wear 0
0 Corrosion/Cleanliness/Scratches on Piston Rod 0
0 Anchor Points'for Binding/Excess Movement
(
0 0
Vent for Obstructions
)0 0
Hot Load:
N/A Hot Setting:
N/A FudLvl
/
Fluid Level:
N/A 00 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
NIA Actual Position Setting:
N/A Comments:
N/A
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, ort or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No::
EFH473 Component ID:
EFH473 Component
Description:
SUPPORT Proc. No.JAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10I VA-N08 1/2 F-A FI.30B Work F Report No.:
VT-99-100 Page:
1 of I
Request No.:
361341 System:
EF
)rawing No.:
SK "In Progress" App. Code Year/Addenda:
Section XI, 1989 Edition wlo Addenda ISO C Resolution Technique Eguilment Lighting Tools 0 Temp. Gauge S/N: N/A 1/3' Division (Scale)
Direct Mirror 0 Ambient Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
NA 0F I1*)1/3"Diisin(Sale I()
Drec I()
Mrro O
mbint C)Micrometer 0
Comparator O 1/32" Line (Gray Card) 0 Remote 0
Magninier Flashlight 0
Caliper 0
Light Meter SIN: N/A 0 See Comments 0 See Comments IQ See Comments 0 Droplight 0
0 Level 0
see comments Cal Due: NIA Ilium. Level N/A o
VARIABLE SPRING SUPPORTS Un-(0) CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat V1-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds
(
0 0
Cracks in Welds 0
§ 0
Cracks in Welds
)
0 0
Broken/Missing Cotter Pins
(
0 0
Broken/Missing Cotter Pins
(*)
0 Broken/Missing Cotter Pins
(*)
0 0
Loose/Missing Locknuts
(*)
0 0
Loose/Missing Locknuts 0
0 Loose/Missing Locknuts -
)
0 0
Struct Steel/imbedded Plates
()
0 0
Stuct Steel/Imbedded Plates 0
0 Struct Steel/Imbedded Plates
()
0 0
Concrete Anchors (i
0 0
Concrete Anchors
(*) 0 0
Concrete Anchors 0
0 Engagement
(
0 0
Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs
)
0 0
Movement Obstructions
(*)
0 0
Movement Obstructions 0
0 Fluid Level In Reservoir
(*)
0 0
Loose Position/Load Indicator
()0 0
Loose Position/Load Indicator Q Q Leaks in Connections 0() 0 0 Pivot Wear
(
- 0) 0 0 Pivot Wear Q
Q Corrosion/Cleanliness/Scratches on Piston Rod
(
C) 0 Anchor Points for Binding/Excess Movement 0 0 0
Vent for Obstructions
(
0 0
Hot Load:
N/A Hot Setting:
NIA Fluid Level:
NIA 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
NIA Actual Position Setting:
N/A Comments:
N/A
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, port or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-631 Component ID:
EFH-631 Component
Description:
SUPPORT Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Iemn No.:
VT-N 10 / VA-NOR 112 F-A Work R Report No.:
VT-99.079 Page:
1 of I
Request No.:
360621 System:
EF Irawing No.:
SK "in Progress" F,.3o1*
App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda ISO D Resolution Technique f Eauimnent Liahting Tools 0
Temp. Gauge S/N: NjA (1/132 Division (Scale)
(I Direct (Mir 0 Ambient
(
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A F
I 0
Micrometer 0 Comparator (0 1/32 Line (Gray Card) 0* Remote 0( Magnifier
()Flashlight O
Light Meter SIN: N/A 0
See Comments 0
See Comments 1 0 See Comments1 0 Droplight 0
Level 0
See Comments Cal Due: N/A Ilium. Level N/A o
VARIABLE SPRING SUPPORTS Un-
@1) CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-F N/A Sat Sat VT-r N/A Sat Sat VT-S N/A Sat Sat Cracks in Welds 0
0 Cracks in Welds 0
0 Cracks in Welds
(
0 0
Broken/Missing Cotter Pins
()
0 0
Broken/Missing Cotter Pins 0
(13 0
Broken/Missing Cotter Pins (13 0
0 Loose/Missing Locknuts (13 0
0 Loose/Missing Locknuts 0
(1 0
Loose/Missing Locknuts (13 0
0 Struct Steel/Imbedded Plates (1) 0 0
Stuct Steet/Imbedded Plates 0
(3 0
Struct Steel/imbedded Plates 0
0 Concrete Anchors
()
0 0
Concrete Anchors
- )
0 0
Concrete Anchors (1
0 0
Engagement
- 0) 0 0
Engagement 0
(*3 0
Pipe, Hanger/Rod Movement Obstrs (13 0
0 Movement Obstructions (13 0
0 Movement Obstructions 0
(1 0
Fluid Level In Reservoir
(
0 0
Loose Position/Load Indicator (1
0 0
Loose Position/Load Indicator 0
0 Leaks In Connections (1) 0 0
Pivot Wear (13 0
0 Pivot Wear (1
O 0
Corrosion/Cleanliness/Scratches on Piston Rod (3
0 0
Anchor Points for Binding/Excess Movement (1
0 0
Vent for Obstrtotns (13 0
0 Hot Load:
N/A Hot Setting:
N/A Vert frOstrucAon 0
0 Fluid Level:
N/A (3 0 0
Cold Load:
NIA Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Settng:
N/A Comments:
N/A Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date; Blum, William E.
L.
Il1 10/22/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Re
.hve Level:
Date:
N/A N/A Hecht, Jeff W.
III 11108/1999 Other:
Level:
Date:
A.N.II. Review-
/
Date:
NA N/All
______I
Florida Power Corporation Crystal River Unit 3 VT-1 /P-3 Examination Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI D2.6.102 EFHl-631 AlT Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:.
Exam Category:
Item No.:
VT-N01 I VA-N20 5/1 D-A DI.20 Re Work Reqm ISO Drav port No.:
VT-99-200 Page:
1 of 1
uest No.:
360621 System:
EF ving No.:
SK "In Progress" App. Code Year/Addenda:
Section XA, 1989 Edition w/o Addenda Resolution J
Technique Equipment Lgi Tools 0 Temp. Gauge SIN: N/A 1/
Division (Scale)
Direct mirror 0 Ambient
()
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A F
!*) /32 Diisin (cal)
I(*)Diret MirorC) rabant I
0 Micrometer 0
Comparator o 1/32" Line (Gray Card) 0 Remote 0 Magnifier
( Flashlight 0
Light Meter SIN: NIA o See Comments 0 See Comments 0 see Comments 0 Droplight 0
Level 0
see Comments Cal Due: N/A Ilium. Level NIA WELDS AND BASE MATERIALS Un-Q COMPONENT SURFACE AND INTERNALS Un-0 BOLTS, STUDS, NUTS AND WASHERS Un-V'T-1 VT-3 0
N/A Sat Sat VT-1 Q
VT-3 0
N/A Sat Sat VTr-i VT-3 Q N/A Sat Sat Cracks 0 Q 0
racks 0
Loose Members 0
0 Ground Blend Material
()
0 Q Pitting
(
- 0) 0 Q Cracks (1
0 0
Undercuts 0 0 Q Corrosion
(
- 0) 0 Corrosion (13 0
0 Corrosion Buildup
)
0 0
Erosion
()
0 0
Gouges (13 0
0 Gouges 0
01 Q
Foreign Material
- 0) 0 Q Thread Damage (1) 0 0
Evidence of Leakage
(
03 0 Gouged Parts
(
0O 0
Evidence of Leakage (1) 0 0
Arc Strikes (13 0
0 Wear (13 0
0 Missing Components (13 0
0 Missing Welds (13 0
0 Evidence of Leakage
(
- 0) Q Q Fractured Members
()
0 0
Fractured Members 0
()
0 other"
(
03 0
0 Deformation (13 0
0 Deformation 0
(1) 0 Coating Degradation (1) 0 0
Other
(
0 0
Other" 0
0
- Provide details on unsat areas.
- Provide details on unsat areas.
- Provide details on unsat areas.
Comments:
Reference VT-99.079 for examiner's signature. Integral attachment was VT-3 examined at the same time as the associated component support.
Examination Results:
SAT Examiner.
Level:
Date:
Reviewed By:
Level:
Date:
Blun, William E.
III 10122199 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repre ve:/
Level:
Date:
N/A N/A Hecht, Jeff W.
I1 12114/99 Other:
Level:
Date:
A.N.I.i. Review:
Date:
N/AIN AI__
____4I I
I I
II N
47-0
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, 4pport or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI Proc. No./Accp. Proc.:
Proc. RevdAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N1 / VA-N08 1/2 F-A EFH-822 EFH-622 SUPPORT Work Report No.:
VT-99-107 Page:
1 of 1
Request No.:
360341 System:
EF Drawing No.:
SK "In Progress" F1.3GB App. Code Year/Addenda:
Section XI, 1989 Edition wlo Addenda ISO I Resolution Technioue Equipment Lightlin Tools 0
Temp. Gauge S/N: N/A
(
11/32' Division (Scale)
() Direct
'I Mirror 0 Ambient Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F o 1/32-Line (Gray Card) 0 Remote 0 Magnifier Flashlight Q Caliper 0
Light Meter S/N: N/A o See Comments 0 See Comments Q 0
See Comments 0 Droplight 0
Level M
t see Comments Cal Due: N/A Ilium. Level N/A o VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds
()0 0
Cracks in Welds Q (§ 0
Cracks in Welds (1
0 0
Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins
(
Q 0 Broken/Missing Cotter Pins 0
0 Loose/Missing Locknuts
(
0 0
Loose/Missing Locknuts 0 Q 0
Loose/Missing Locknuts 0
0 Struct Steel/Imbedded Plates
(
0 0 0
Stuct Steel/Imbedded Plates 0
(§ 0
Struct Steel/Imbedded Plates
()
0 0
Concrete Anchors
(*)
0 0
Concrete Anchors 0
0 Concrete Anchors 0
0 Engagement
(*)
0 0
Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs 0 0 0
Movement Obstructions 0
0 Movement Obstructions
(
- 0) 0 Q
Fluid Level in Reservoir 0
0 Loose Position/Load Indicator 0
0 Loose Position/Load Indicator
(
- 0) 0 Q Leaks in Connections
(
0 0
Pivot Wear
) 0 0
Pivot Wear (1)0 0
Corrosion/CleanlIness/Scratches on Piston Rod (19 0
0 Anchor Points for Binding/Excess Movement (1
0 0
Vent for Obstructions
()
0 0
Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A (1) 0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
EFH-622 is located at the penetration in the floor between the 119' and 95 elevations of the intermediate building.
Examination Results:
SAT A
Examiner:
(Z~Level:
Date:
Reviewed By:.
Level'.
Date:
Iribeck, Dustin R.
111l 1011811999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repre Ite:
Level:
Date:
N/A N/A Hecht, Jeff W.
12V13/1999 Other:
Level:
Date:
A.N.o.l. Review:
Date:
N/A N/A
- Florida Power Corporation Crystal River Unit 3 VT-I I 0-3 Examination 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N01 I VA-N20 511 D-A 01.20 D2.5.101 EFH-622 ATT Work R Report No.:
VT-99-199 Page:
1 of 1
- equest No.:
360341 System:
EF Irawing No.:
SK "In Progress" App. Code Year/Addenda:
Section XI, 1989 Edition wlo Addenda ISO [
Resolution Technniiu Eauinmnt Li-ghting Tool 0
Temp. Gauge SIN:
N/A
(* 1/32" DMsion (Scale)
( Direct
- ( Mirror 0
Ambient Scale Depth Gauge Cal Due: N/A Sys. Temp.
N/A F
(0 micrometer 0* Comparator o l/31 Line (Gray Card) 10 Remote 0
Magnifier l* Flashlight 0
Caliper 0
Light Meter S/N: NIA 0 See Comments 0 See Comments 10 See Comments 0 Droplight 0
Level 0 See Comments Cal Due: NIA Ilium. Level N/A
() WELDS AND BASE MATERIALS Un-0 COMPONENT SURFACE AND INTERNALS Un-0 BOLTS, STUDS, NUTS AND WASHERS Un-VT-mi 0
.3Q N/A Sat Sat VT-I 0
VT-3 0
N/A Sat Sat VT-1 Q VT-3 0
N/A Sat Sat Cracks 0
(*3 0
Cracks
(*
0 0
Loose Members (13 0
0 Ground Blend Material (0) 0 0
Pitting (1) 0 0
Cracks (13 0
0 Undercuts (13 0
0 Corrosion (1) 0 0
Corrosion (1) 0 0
Corrosion Buildup
- 0)
O 0
Erosion
(
- 0) 0 Q Gouges
()
0 0
Gouges 0
(*)
0 Foreign Material 0
0 Thread Damage
()
0 0
Evidence of Leakage
- 1) 0 0
Gouged Parts (13 0
0 Evidence of Leakage (13 0
0 Arc Strikes (1) 0 0
Wear (13 0
0 Missing Components
()
0 0
Missing Welds
()
0 0
Evidence of Leakage 0 0 Q Fractured Members
)
0 0
Fractured Members 0
(13 0
Other (1) 0 0
Deformation (13 0
0 Deformation 0
(1) 0 Coating Degradation
()
0 0
Other 0
0 Other" 0
0
- Provide details on unsat areas.
- Provide details on unsat areas.
i Provide details on unsat areas.
Comments:
Reference VT-99-107 for examiner's signature. Integral attachment was VT-3 examined at the same time as the associated component support.
Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Irlbeck, Dustin R.
III 10/18/99 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Representative:
Level:
Date:
NIA N/A Hecht. Jeff W.
III 12/14/99 Other Level:
Date:
A.N.lI.. Review:
Date:
N /A N
IA Z_...
7 Illmill-I_
_....._I_
Florda Power Corporation r,
Crystal River Unit 3 Pipe Hanger, port or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO1I PSI EFH-626 EFH-626 Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-NIO I VA-NO9 112 F-A L/..6 A
Report No.:
VT-99.074 Page:
1 of I
Work Request No.:
360521 System:
EF ISO Drawing No.:
SK "In Progress" SUPPORT ( V+12-0 App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda
'Resolution T.
,Eaulonent 1Lightna Tools 0 Temp. Gauge SIN: N/A
/@
1/32" Division (Scale)
I()
Direct
(*) Mirror 0
Ambient Scale 0
Depth Gauge Cal Due: NIA Sys. Temp.
N/A OF (0 Micrometer
(*Comparator o 1V32-Une (Gray Card) 10 Remote 0 Magnifier
) Flashlight 0
Caliper 0
Light Meter S/N: NWA 0 see Comments 0
See Comments Q) See Comments, 0 Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTSIRESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT'-
N/A Sat Sat V
N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds 0
0 Cracks In Welds 0
0 Cracks in Welds 0
0 Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins 0
(1) 0 Broken/Missing Cotter Pins
(*)
0 0
Loose/Missing Locknuts
(*)
0 0
Loose/Missing Locknuts 0
0 Loose/Missing Locknuts 0
0 Struct Steel/Imbedded Plates 0 0 0
Stuct Steel/Imbedded Plates 0
(
0 Struct Steel/Imbedded Plates 0
0 Concrete Anchors 0
0 Concrete Anchors
(#) 0 0
Concrete Anchors
(*)
0 0
Engagement 0
0 Engagement 0
0 PIpe, HangerRod Movement Obst 0
0 Movement Obstructions
(
- 0) 0 0 Movement Obstructions 0
(*
0 Fluid Level in Reservoir
(
- 0) 0 Loose Position/Load Indicator
()
0 0
Loose Position/Load Indicator
- )
0 0
Leaks In Connections 0
0 Pivot Wear
()
0 0
Pivot Wear
()
0 0
Corrosion/Cleanliness/Scratches on Piston Rod
@)
0 0
Anchor Points for Binding/Excess Movement
)
0 0
Vent for Obstructions 0
0 Hot Load:
NIA Hot Setting:
N/A Fluid Level:
(
0 0
Cold Load:
N/A Cold Setting:
NWA Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
MIA Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:
Level:
Date:
Blurn, William E.
III 10/22/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Repres pive.
Level:
Date:
N/A N/A Hecht, Jeff W.
1 II 11/08/1999 Other Level:
Date;:
A.N.I.I. Review:
Date:
N/A N/A
/- 1a 0
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, A port or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI EFH-627 Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VTNO / VA-N08 1/2 F-A Work R Report No.:
VT-99.076 Page:
1 of 1
tequest No.:
360621 System:
EF Drawing No.:
SK "In Progress" EFHPO27 SUPPORT App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO [
I I
Resolution
) 1/32" Division (Scale) o 32Line (Gray Card) o See Comments To u
lEguipment
- ) Direct Mirror 0 Remote 0 Magnier 0
See Comments 0
See Comments Uahtbnla T21!
0 Ambient Scale 0
Depth Gauge 0
Micrometer 0
Comparator
(*) Flashlight 0
Droplight 0
Level 0 See Comments 0 Temp. Gauge S/N: N/A Cal Due: N/A O.
Light Meter S/N: N/A Cal Due: N/A Sys. Temp.
N/A 0 F Ilium. Level N/A L-0 VARIABLE SPRING SUPPORTS Un-VT-3 N/A Sat Sat Cracks in Welds 0
0 Broken/Missing Cotter Pins
()
0 0
Loose/Missing Locknuts Ca) 0 0
Struct Steel/Imbedded Plates
(*)
0 0
Concrete Anchors
~ 0 O0 Engagement
()
0 0
Movement Obstructions 0
0 Loose Position/Load Indicator
()
0 0
Pivot Wear 0
0 Hot Load:
N/A
() CONSTANT SUPPORTS/RESTRAINTS VT-3 Cracks In Welds Broken/Missing Cotter Pins Loose/Missing Locknuts Stuct Steel/Imbedded Plates Concrete Anchors Engagement Movement Obstructions Loose Position/Load Indicator Pivot Wear Hot Setting:
N/A Cold Setting:
IVA Un-Un-Un-N/A Sat Sat 00 00 0
0 OO o00 OO 00 o00 0
HYDRAULIC SHOCK SUPPRESSORS VT-3 Cracks in Welds Broken/Missing Cotter Pins Loose/Missing Locknuts Struct Steel/Imbedded Plates Concrete Anchors Pipe, Hanger/Rod Movement Obstrs Fluid Level In Reservoir Leaks in Connections Corrosion/CleanlinessiScratches on Piston Rod Anchor Points for Binding/Excess Movement Vent for Obstructions Fluid Level:
N/A Pin to Pin Hot:
MIA Pin to Pin C Actual Position Setting:
N/h Un-N/A Sat Sat 0 0©
~00 OO 0 0 00
©00 00 00 0©0 00 0o0 0
0 0 0
- old:
NWA Cold Load:
Load Indicato N/A r Reading:
N/A Position Indicator Reading:
N/A Comments:
N/A Examination Results:
SAT ExaminerI Level:
Date:
Reviewed By:
Level:
Date:
Bukilam.III 10/221999 I/A N/A Fxminer Level:
Date:
Reviewed By;FPC Re ta Level:
Date:
N/A.-
N/A Hecht, Jeff Ill 11/08/1999 Other Level:
Date:
A.N.I.I. Review:. (
fi Date:
WA W/A I
jr-0'0
-j
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-628 Component ID:
EFH-628 Component
Description:
SUPPORT Pipe Hanger, Rpport or Restraint Data Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 I VA-N08 U
Report No.:
VT-99-078 Page:
1 of I
Request No.:
360821 System:
EF Drawing No.:
SK "In Progress" 1/2 F-A CE I. -?o1 Work F App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO r Resolution Techniaue Erniiw n
{ Lghting Tools o Temp. Gauge S/N: N/A
( 1/3r2 Division (Scale)
- Direct
- Mirror 0 Ambient
- sa D
Cal Due: NA Sys. Temp.
A F
o 1/3Z' Une (Gray Card) 0 Remote 0 Magnifier
Light Meter SIN: N/A See Comments 0
See Comments 0
See Comments 0 Droplight 0
Level 0
See Comments Cal Due: N/A ilium. Level N/A 0
VARIABLE SPRING SUPPORTS Un-(@) CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAUUC SHOCK SUPPRESSORS Un-VT.3 NIA Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
()
0 0
Cracks in Welds 0
(13 0
Cracks in Welds
()
0 0
Broken/Missing Cotter Pins
(*3 0
0 Broken/Missing Cotter Pins 0
(1) 0 Broken/Missing Cotter Pins
()
0 0
Loose/Missing Locknuts
(*) 0 0
LooseMlsing Locknuts 0
(1) 0 LoosalMiaslng Locknuts (1) 0 0
Struct Steel/Imbedded Plates
)
0 0
Stuct Steel/imbedded Plates 0
(1 0
Sbuct Steel/Imbedded Plates (1
0 0
Concrete Anchors
(*
0 0
Concrete Anchors
(
0 0
Concrete Anchors (1
0 0
Engagement
(*
0 0
Engagement 0
(*) 0 Pipe, Hanger/Rod Movement Obstrs (13 0
0 Movement Obstructions
(*3 0 0
Movement Obstructions 0
(@
0 Fluid Level in Reservor (13 0
0 Loose Position/Load Indicator
(*
0 0
Loose Position/Load Indicator 0
0 Leaks in Connections (1
0 0
Plvot Wear (1) 0 0
Pivot Wear (1
0 0
Corrosmon/Cleanliness/Scratches on Piston Rod (1
0 0
Anchor Points for Binding/Excess Movement (1) 0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fuid Level:
N/A (1
0 0
Cold Load:
N/A Cold Setting:
NIA Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Loadlindicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
NWA Comments:
N/A
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, p
or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH.628 Component ID:
EFH-629 Proc. NoJAccp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 IVA-N08 112 F-A F". o?
Work R Report No.:
VT-99-077 Page:
1 of I
Request No.:
360621 System:
EF
)rawing No.:
SK "In Progress" Component
Description:
SUPPORT App. Code Year/Addenda:
Section XI, 1989 Edition wlo Addenda ISO C Resolution Technilue Eauirnent Lkihing Tools 0
Temp. Gauge S/N: N/A
() 1/32T Division (Scale)
() Direct
() Mirror (0 Ambient Scale Q Depth-Gauge Cal Due: N/A Sys. Temp.
N/A 0 F 0 Micrometer 0 Comparator O 1/3Z' Llne (Gray Card)
Q Remote 0 Magnifier I) Flashlight 0
Caliper -
Light Meter S/N: N/A O See Comments 0 See Comments 0
See Comments 0 Droplight 0
Level 0 See Comments Cal Due: N/A ilium. Level N/A O VARIABLE SPRING SUPPORTS Un-I* CONSTANT SUPPORTS/RESTRAINTS Un-0( HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds
(
- 0) 00 Cracks In Welds 0
(19 0
Cracks In Welds
()0 0
Broken/Missing Cotter Pins (1)0 0
Broken/Missing Cotter Pins 0
(19 0
Broken/Missing Cotter Pins (1
0 0
Loose/Mlssing Locknuts
(#9 0 0
Loose/Missing Locknuts 0
(
0 0 Loose/Missing Locknuts (1) 0 0
Struct Steel/Imbedded Plates (19 0
0 Stuot Steel/Imbedded Plates 0
()
0 Struct Steel/Imbedded Plates
(*9 0
0 Concrete Anchors
()
0 0
Concrete Anchors 0
0 Concrete Anchors
- 1 0
0 Engagement (1 0 0
Engagement 0
(§9 0
Pipe, Hanger/Rod Movement Obstrs (19 0
0 Movement Obstructions
()
0 0
Movement Obstructions Q (1) 0 Fluid Level in Reservoir (19 0
0 Loose Position/Load Indicator (19 0
0 Loose Position/Load Indicator (190 0 Leaks in Connections (19 0
0 Pivot Wear
()
0 0
Pivot Wear (1
0 0
Corrosion/Cleanliness/Scratches on Piston Rod
(#
0 0
Anchor Points for Binding/Excess Movement (19 0
0 Vent for Obstructions (19 0
0 Fot Load:
N/A Hot Setting:
N/A luid Level:
N/A (1) 0 0
Cold Load:
NMA Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:
Level:
Date:
Reviewed By:.
Level:
Date:
Blum, William E.
III 10/22/1999 N/A N/A Examiner:
Level:
Date:
Reviewed B FPC Rep Level:
Date:
N/A N/A Hecht, JeffW.
III 1110811999 Other:
Level:
Date:
A.N.I.I. Review:
(
/
Date:
N/A NIA
'e",4
Florida Power Corporation Crystal River Unit 3 Outage:
RFO11 Workscope:
PSI Summary No.:
EFH430 Component ID:
EFH-630 Component
Description:
SUPPORT Pipe Hanger, !*port or Restraint Data 0
Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N 10 I VA-N08 112 F-A F:*l. -6 1 Work R Report No.:
VT-99-078 Page:
1 of I
lequest No.:
360621 System:
EF
)rawing No.:
SK "In Progress" App. Code Year/Addenda:
Section XI, 1989 Edition wlo Addenda ISO [
Resolution 1(chniue ULhting IQ&
0 Temp. Gauge S/N: N/A
(*) 1/32" Division (Scale)
- Direct Mirror 0
Ambient
- ) Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A "F
(0 Micrometer 0 Comparator 0 1/32" Une (Gray Card)
(0 Remote 0 Magnifier
() Flashlight (0 Caliper 0 Weld Gauge 0
Light Meter S/N: N/A o See Comments (0 See Comments,0 See Comments, 0 Droplight J_0 Level 0 See Comments Cal Due: N/A Ilium. Level N/A o VARIABLE SPRING SUPPORTS Un-CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
)0 0
Cracks in Welds 0
(*)
(
Cracks In Welds (0) 0 0
Broken/Missing Cotter Pins
(
- 0) 0 0
Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins
()
0 0
Loose/Missing Locknuts
(
- 0) 0 Loose/Missing Locknuts 0
0 Loose/Missing Lockn'.ts
)0 0
Struct Steel/imbedded Plates (1) 0 0
Stuct Steel/imbedded Plates 0
0 Struct Steel/Imbedded Plates
(
- 0) 0 0
Concrete Anchors
(
- 0) 0 0
Concrete Anchors
(*
0 0
Concrete Anchors 0
0 Engagement
(*)
0 0
Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs
) 0 0
Movement Obstructions 0 0 0
Movement Obstructions 0
@)
0 Fluid Level In Reservoir
(
- 0) 0 0
Loose Position/Load Indicator 0
0 Loose Position/Load Indicator
(
0 0
Leaks In Connections (0) 0 0
Pivot Wear 0
0 Pivot Wear
(*)
0 0
Corroslon/Cleanliness/Scratches on Piston Rod
(*)
0 0
Anchor Points for Binding/Excess Movement
(*)
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A
()
0 0 Cold Load:
N/A Cold Setting:
NIA Pin to Pin Hot:
N/A Pin to Pin Cold:
NIA Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:
4 Level:
Date:
Reviewed By:
Level:
Date:
Blun, William E.
ill 10=22/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represe t tive:
Level:
Date:
N/A N/A Hecht, Jeff W.
I-l 11/08/1999 Other:
Level:
Date:
A.N.II. Review-.
Date:
NIA N/A
/ -/j-o 0
- Florida Power Corporation Crystal River Unit 3 Pipe Hanger,
- port or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH432 Component ID:
EFH-632 eat
Description:
SUPPORT Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
Item No.:
VT-N101 VA-NO8 112 0
Report No.:
VT-99-080 Page:
1 of I
Request No.:
360621 System:
EF Drawing No.:
SK "In Progress" F-A F/I. oB Workl Compon App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda ISO I Resolution Technmue Eauloment 1Lihting Tools 0
Temp. Gauge SiN: N/A
(*) 1/32" Division (Scale)
(*) Direct
- Mirror I0 Ambient (0 Scale 0
Depth Gauge Cal Due:
NIA Sys. Temp.
N/A
- F I
II 0 Micrometer 0* Comparator 1/32" Une (Gray Card) 0 Remote 0
Magnifier
(*) Flashlight 0
caliper 0
Light Meter S/N: N/A 0 See Comments 10 see Comments 10 See Comments 0 Droplight
,_0 Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0 VARIABLE SPRING SUPPORTS Un-(I) CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds (1) 0 0
Cracks In Welds 0
(13 0
Cracks In Welds (13 0
0 Broken/Missing Cotter Pins 13 0
0 Broken/Missing Cotter Pins 0
()
0 Broken/Missing Cotter Pins (1)0 0
Loose/Missing Locknuts (13 0
0 Loose/Missing Loclmuts 0
(13 0
Loose/Missing Locknuts (1)0 0
Struct Steel/Imbedded Plates
()
0 0
Stuct Steel/Imbedded Plates 0
(1 0
Struct Steel/Imbedded Plates (1) 0 0
Concrete Anchors (13 0
0 Concrete Anchors
(
0 0
Concrete Anchors (13 0
0 Engagement
(
0 0
Engagement 0
()
0 Pipe, Hanger/Rod Movement Obstra 1
0 0
Movement Obsbuctions
()
0 0
Movement Obstructions 0
()
0 Fluid Level in Reservoir
()
0 0
Loose Position/Load Indicator
()
0 0
Loose Position/Load Indicator
(#
0 0
Leaks In Connections
(
0 0
Pivot Wear (1
0 0
Pivot Wear
(#
0 0
Corrosion/Clearliness/Scratches on Piston Rod
(#)
0 0
Anchor Points for Binding/Excess Movement (13 0
0 Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A (13 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:.
N/A Comments:
N/A Examination Results:
SAT Examiner:
,.t Level:
Date:
Reviewed By:
Level:
Date:
Blum, WIllarn E.
Ill 10/22/1908 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC ROD
- e.
Level:
Date:
N/A N/A Hecht,JeffW.
In 11/08/1989 Other Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A 7II II
- Florida Power Corporation Crystal River Unit 3 Pipe Hanger, *port or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component ID:
Component Oescnm*ion:
RFO11 PSI EFH-633 Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10/VA-N08 112 F-A LE A..30,,
Work R Report No.:
VT-99-0B1 Page:
1 of I
Fequest No.:
360621 System:
EF rMwing No.:
SK "in Pogress" EFHi.633
.RESTRAINT - It
%A$*
App. Code YearlAdd~erda.
Sestlot XI, 198S Edition WIG A~ddenda ISO Resolution Tchniaue Eauimnen Lighting Tools 0g
- scle 0Dept Gaue 0Temp. Gauge S/N: W/A
(*) 1/32" Division (Scale)
Direct I(*) Mirror 0 Ambient 0
Scale te Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F o 1/32" Line (Gray Card) 0 Remote 10 Magnifier
- ) Flashlight 0
Light Meter S/N: N/A o See Comments 0 See Comments 0
see comments 0 Droplight 0
Level 0 se comments Cal Due:
N/A Ilium. Level N/A O
VARIABLE SPRING SUPPORTS Un-CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAUUC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
(
0 0
Cracks In Welds 0
0 Cracks In Welds 0
0 Broken/Missing Cotter Pins
(
- 0) 0 0 Broken/Missing Cotter Pins Q
Q Broken/Missing Cotter Pins
- 0) 0 0 Loose/Missing Locknuts
- 0) 0 0 Loose/Missing Locknuts 0
(#) 0 Loose/Missing Locknuts 0
0 Struct Steel/Imbedded Plates
- 0) 0 0 Stuct SteeVImbedded Plates Q ()
0 Struct Steellimbedded Plates
)0 0
Concrete Anchors
- 0) 0 0 Concrete Anchors 1* Q 0 Concrete Anchors
)0 0
Engagement (A) 0 0
Engagement 0
- 0) 0 Pipe, Hanger/Rod Movement Obstrs
- 0) 0 0 Movement Obstructions
(
- 0) 0 0 Movement Obstructions 0
()
0 Fluid Level In Reservoir
)
0 0
Loose Position/Load Indicator
)0 0 Loose Position/Load Indicator
(
- 0)
O Q
Leaks in Conrmctions
)0 0 Pivot Wear 0
Pivot Wear 0 0 Corrosion/Clearlness*lSratches on Piston Rod 0
0 Anchor Points for Binding/Excess Movement 0
0 Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
NIA 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
NIA Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner;/
j.
Level:
Date:
Reviewed By:
Level:
Date:
Blum. William E.
Ill 10/2211999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Representpate" 2zz Level:
Date:
NIA N/A Hecht, Jeff W.
<.c$r/Z/
I~~3 111 11/0111/1999 Other:
Level:
Date:
A.N.I.I. Review.
/
Date:
N/A hII
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, port or Restraint Data 0
Outage:
RFO1I Workscope:
PSI Summary No.:
EFH-634 Component ID:
EFH-634 Component
Description:
SUPPORT Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 I VA-N08 112 F-A~
Report No.:
VT-99-082 Page:
I of I
Work Request No.:
360621 System:
EF ISO Drawing No.:
SK "In Progress" App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda Resolution
} Technique Eguloment
}Lihtng Tools 0u
(
1/32-Division (Scale)
@) Direct I(*) Mirror 0 Ambient 0
M)
Scale 0
Depth Gauge Cal Due: NWA Sys. Temp.
N/A 0 F o 1/32" Line (Gray Card) 0 Remote 0
Magnifier
(*) Flashlight 0
Caliper 0
Light Meter S/N: NIA o See Comments 0 See Comments 0 See Comments,0 Droplight 0 Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Ur, VT-3 N/A Sat Sat vTr3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds
(*)0 0
Cracks in Welds 0
- )
0 Cracks In Welds
(
- 0) 0 0 Broken/Missing Cotter Pine
()
0 0
Broken/Missing Cotter Pins 0
Q Broken/Missing Cotter Pins
)0 0
Loose/Missing Locknuts (1) 0 0
Loose/Missing Locknuts 0
(
0 Loose/Missing Locknuts 0
0 Struct Steel/imbedded Plates
(*)
0 0
Stuct Steel/Imbedded Plates 0
0 Struct Steel/Imbedded Plates 0
0 Concrete Anchors
(*)
0 0
Concrete Anchors
(*
0 0
Concrete Anchors
()
0 0
Engagement
(
0 0
Engagement 0
0 0 Pipe, Hanger/Rod Movement Obsrs 0
0 Movement Obstructions
(*)
0 0
Movement Obstructions 0
- 0) 0 Fluid Level in Reservoir
(
0 0
Loose Position/Load Indicator 0
0 Loose Position/Load Indicator
(
- 0) 0 0 Leaks In Connections 0
0 Pivot Wear 0
0 Pivot Wear
(
- 0) 0 0 Corrosion/Cleanllness/Scratches on Piston Rod 0
0 Anchor Points for Binding/Excess Movement 0
0 Vent or Obsructons 0 0 Hot Load:
N/A Hot Setting:
N/A Vent for O 0
0 Fluid Level:
NIA 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
NIA Comments:
N/A Examination Results:
SAT Examiner.
Level:
Date:
Reviewed By:
Level:
Date:
Blum, William E. '
.=
III 10/22/1999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Repres Level:
Date:
N/A N/A Hecht, Jeff W.
"II"111 11/08/1999 Other:
Level:
Date:
A.N.I.I. Review:
Date:
N/A N/A
Florida Power Corporation
- Hanger, prt Crystal River Unit 3 Pipe e
por or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI EFH-436 EFH-636 Proc. NoJAccp. Proc.:
Proc. Rev.IAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N1O / VA-N08 1/2 F-A Fp1.p R Work F Report No.:
VT-89-083 Page:
1 of 1
Request No.:
380821 System:
EF Drawing No.:
SK "In Progress" SUPPORT App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO Resolution 1
i ou Ebmulm*fnfntl Lighting TOols 0
Temp. Gauge SIN: N/A 1132' Divison (Scale)
Direct Mirror 0 Ambient Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0F o 1/32" Une (Gray Card) 0 Remote 0 Magnifier Flashlight 0 Caiper 0 Weld Gauge 0
Light Meter S/N: N/A 0
See Comments 0 See Comments 0 0
See Comments, 0 Droplight 0a Level 0 see comments Cal Due: N/A Ilium. Level N/A o VARIABLE SPRING SUPPORTS Un-(*) CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAUUC SHOCK SUPPRESSORS Un-VT-3 NIA Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds 0
0 Cracks in Welds 0
0 Cracks in Welds (1) 0 0
Broken/Missing Cotter Pins
(*) 0 0
Broken/Missing Cotter Pins 0
0 0 Broken/Missing Cotter Pins
(
- 0) 0 0 Loose/Missing Locknuts 0
0 Loose/Missing Locknuts 0
(*)
0 Loose/Missing Locknuts
(*)
0 0
Struct Steel/Imbedded Plates 0
0 Stuct Steellimbedded Plates 0
0 Struct Steel/Imbedded Plates
(*)
0 0
Concrete Anchors 0
0 Concrete Anchors 1 0 0
Concrete Anchors 0
0 Engagement 0
0 Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs 0
0 Movement Obstructions
- )
0 0
Movement Obstructions 0
0 Fluid Level in Reservoir
)
0 0
Loose Posltion/Load Indicator
()
0 0
Loose Position/Load Indicator
(#
0 0
Leaks in Connections 0
0 Pivot Wear
()
0 0
Pivot Wear 0
0 CorroslonlCleanlness/Scratches on Piston Rod
()
0 0
Anchor Points for Binding/Excess Movement
()
0 0
Vent for Obstructions 0
.0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
NIA 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner
/
Level:
Date:
Reviewed By:
Level:
Date:
Blunm, William E.
I II 10/22/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC RerLvl Da:
NIA N/A Hecht. JeffW-11/0i/1999 Other:
Level:
Date:
A.N.I.I. Review
/
Date:
N/A N/A
-'/---*'
Florida Power Corporation a
Crystal River 3
PipeHanger, Utport or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Rem No.:
VT.N10 I VA-N08 112 F-A EFH-638 Work F Report No.:
VT-90-084 Page:
I of 1
Request No.:
360621 System:
EF
)rawtng No.:
SK "In Progress" EFH-636 SUPPORT App. Code YearlAddenda:
Section XI, 1989 Edition w/o Addenda ISO Resolution Ieshniaun Epuipfflnt
-i-ghtina a~
0 Temp. Gauge SIN: N/A 1/3-Division (Scale)
Direct Mirror 0 Ambient
- Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A
- F o 1/32-Line (Gray Card) 0 Remote 0 Magnifier
(*) Flashlight 0 Calipetr 0
WeldGauge
)0 Light Meter S/N: N/A
____________ 10 Maicroetr 0 Comp arato Ssee comments 0 See Comments Q 0 See Comments 0 Dropllght 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0 VAR* LE SPRING SUPPORTS Un-
@ CONSTANT SUPPORTSIRESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT' N/A Sat Sat Cracks in Welds 0
0 Cracks In Welds 0
() 0 Cracks in Welds
(
0 0
Broken/Missing Cotter Pins
(*)
0 0
Broken/Missing Cotter Pins 0
)
0 Broken/Missing Cotter Pins 0
0 Loose/MIssing Locknuts
(
- 0) 0 0 Loose/Missing Looimuts 0
(
0 Loose/M-ising Locknuts
(
0 0
Struct Steel/imbedded Plates (J
0 0
Stuct Steel/Imbedded Plates 0
(
- 0) 0 Struct Steel/imbedded Plates
(
0 0
Concrete Anchors
()
0 0
Concrete Anchors
- )
0 0
Concrete Anchors
(
0 0
Engagement
()
0 0
Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs
(
0 0
Movement Obstructions
(
0 0
Movement Obstructions 0
(
- 0) 0 Fluid Level In Reservoir
- 0) 0 Loose Position/Load Indicator
) 0 0
Loose Position/Load Indicator
(*) Q 0
Leaks In Connections
(
0 0
Pivt Wear
(
0l 0
0 Pivot Wear
- )
0 Q
CorroeslonlCleanliness/Scratches on Piston Rod
- 0) 0 Anchor Points for Binding/Excess Movement
(
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A
()
0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner Level:
Date:
Reviewed By.
Level:
Date:
slum, William E.
Il 10/22/1999 N/A N/A Exminer Level:
Date:
Reviewed By FPC Rqpay Level:
Date:
N/A "Hecht,,Jeff,
.I1 11/08/1999 Other:
Level:
Date:
A.N.I.I. Review: (
Date:
N/A NAI A_
IIIII_
Florida Power Corporation H
r r
Crystal River Unit 3 Pipe Hanger, port or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component I D:
Component
Description:
RFO1I PSI EFH-637 EFH-637 SUPPORT Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
VT-N10i/VA-N0U 112 F-A Work R Report No.:
VT-99-086 Page:
1 of I
equest No.:
360621 System:
EF Irawing No.:
SK "in Progress" ItemNo.:
FI_-_-YO
_F3 App. Code Year/Addenda:
Section X1, 1989 Edition w/o Addenda ISO D Resolution Techniaue EquiRMent Lia(tin Tool0Dt 0
Temp. Gauge S/N: N/A
) 1/32" DMsion (Scale)
(1) Direct
@) Mirror 0
Ambient
(* Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A
- F (0 Micrometer 0 Comparator o 1/32" Line (Gray Card) 10 Remote 0 Magnifier
) Flashlight I0 Caliper 0 Weld Gauge 0
Light Meter S/N: N/A o see comments 0 See Comments 0 See Comments, C DroplIght 1_0 Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0 VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTSIRESTRAINTS Un-0( HYDRAUUC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT.3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds
(
0 0
Cracks in Welds 0
(@) 0 Cracks in Welds
)
0 0
Broken/Missing Cotter Pins
(
0 0
Broken/Missing Cotter Pins 0
)
0 Broken/Missing Cotter Pins
()
0 0
Loose/Missing Locknuts
(#
0 0
Loose/Missing Locknuts 0
(*)
0 Loose/Missing Locknuts
(#)
0 0
Struct Steel/lmbedded Plates
(
0 0
Stuct Steel/Imbedded Plates 0
0 Struct Steel/Imbedded Plates
()
0 0
Concrete Anchors 0
0 Concrete Anchors
(*)
0 0
Concrete Anchors 0
0 Engagement
()
0 0
Engagement 0
(*)
0 PIpe, Hanger/Rod Movement Obstrs
(*)
0 0
Movement Obstructions
-0 0
Movement Obstructions 0
()
0 Fluid Level in Reservoir
(*)
0 0
Loose Position/Load Indicator
)0 0 Loose Position/Load Indicator 0
0 Leaks in Connections
- 0) 0 0 Pivot Wear 0
0 Pivot Wear
(
- 0) 0 0 Corrosion/Cleanllness/Scratches on Piston Rod
- 0) 0 0 Anchor Points for Binding/Excess Movement (0) 0 0
Vent forObstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A
(*)
0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:..
Level:
Date:
Reviewed By:.
Level:
Date:
Blun, William E.
11 1.
III 10/22/1999 N/A N/A Examiner 4
Level:
Date:
Reviewed By FPC Repr Level:
Date:
N/A N/A Hecht, Jeff W.
-,I 11/08/1999 Other:
Level:
Date:
A.N.I.I. Review, Date:
NIA N/A I
l
Florida Power Corporation H
Crystal River Unit 3 Pipe Hanger, port or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO1I PSI Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category, Item No.:
vr.-jio /VA.N08 112 P-A EFK-639 EFH-638 Work Report No.:
VT-99-096 Page:
1 of I
Request No.:
360211 System:
EF Drawing No.:
SK "In Progress" 1=1-0 RESTRAINT -
,ý,,r(JL, t App. Code Year/Addenda:
Section Xl, 1898 Edition woAddenda ISO I Resolution IT BnioB Eauioment oLighting 1
Tools 0 Temp. Gauge s/N: N/A 1/32-Division (Scale)
))
Direct Mirror 0 Ambient If Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A
- F IS1* Diiio (cae i o,-
s irorOAmiet Micrometer O Comparator 0
LgtMtrSN
/
O 1/32" Line (Gray Card) 0 Remote 0 Magnifier Flashlight I 0 Caliper 0 Weld Gauge 0
Light Meter S/N: N/A i
see Comments 0 see Comments 0 See Comments 0 Droplight 0
Level 0 see comments Cal Due: NIA ilium.
ve NIA 0
VARIABLE SPRING SUPPORTS/RESTRAINTS Un-0 HYORAUMC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat V-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
- 0) 0 0 Cracks in Welds 0
- 1) 0 Cracks in Welds 0
0 Broken/Missing Cotter Pins
) 0 0
Broken/Missing Cotter Pins 0
- )
0 Broken/Missing Cotter Pins
(
0 0
Loose/Missing Locknuts
(
- 0) 0 0 Loose/Misslng Locknuts 0
(*)
0 Loose/Missing Locknuts 0
0 Struct Steel/Imbedded Plates
(*)
0 0
Stud Steel/Imbedded Plates 0
0 Struct Steellimbedded Plates (1
0 0
Concrete Anchors 0
0 Concrete Anchors
(*
0 0
Concrete Anchors 0
0 Engagement
) 0 0
Engagement 0
(
0 Pipe, Hanger/Rod Movement Obstrs 0
0 Movement Obstructions 0
0 Movement Obstructions 0
0 Fluid Level in Reservoir
()
0 0
Looe Position/Load Indicator
()0 0
Loose Positlon/Load Indicator
(*) 0 0
Leaks in Connections 0
0 Pivot Wear 0
0 Pivot Wear "0
0 Corrosior/Cleadiness/Scratches on Piston Rod
,(
0 0
Anchor Points for Binding/Excess Movement 0
0 Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A
(
- 0) 0 0 Cold Load; N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
NIA Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:
ii 9
Level:
Date:
Reviewed By:
Level:
Date:
Blut, William EI III 10/22/1989 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Represent
- Level:
Date:
N/A N/A Hecht, JeffI 11/08W1989 Other.
Level:
Date:
A.N.M.l. Review./Date:
N/A NIA I
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, A port or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFOII PSI EFH-839
&FH-639 Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category.
Item No.:
VT-N10 I VA-N08 112 F-A Work F Report No.:
VT-99-087 Page:
1 of I
Request No.:
360621 System:
EF Drawtng No.:
SK "In Progress" SUPPORT App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISOc Resolion Technaue Equipmnet Ughting Tools 0
Temp. Gauge S/N:
N/A I W/ Division (Scale)
- Direct mirror 0 Ambient Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A
- F
(*
/32 Diisin (cal)
J(*)Dirct
(*)Miror Amien I0 Micrometer 0
Comparator 0
1/3 Line (Gray Card) 10 Remote 0
Magnifier
- ) Flashlight 0
Caliper 0
Light Meter S/N: N/A 0 see comments 0 See comments 0 See Comments 0 DroplIght 0
0 Level 0 See Comments Cal Due: N/A Illum. Level N/A 0
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VTI3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds 0
0 Cracks in Welds 0
(#)
0 Cracks In Welds
)
0 0
Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins 0
(#9 0
Broken/Missing Cotter Pins (19 0
0 Loose/Missing Locknuts
(*) 0 0
Loose/issing Locknuts 0
- )
0 Loose/Missing Locknuts
(
- 0) 0 0
Struct Steet/Imbedded Plates (0) 0 0
Stuct Steel/Imbedded Plates 0
(*
0 Struct Steel/imbedded Plates
()
0 0
Concrete Anchors
(
0 0
Concrete Anchors
- 0 0 Concrete Anchors 0
0 Engagement
(#9 0 0
Engagement 0
(*)
0 Pipe. Hanger/Rod Movement Obstra (1) 0 0
Movement Obstructions
(*) 0 0
Movement Obstructions 0
(@) 0 Fluid Level In Reservoir
(@ 0 0
Loose Position/Load Indicator (1) 0 0
Loose Positlon/Load Indicator
(#) 0 0
Leaks in Connections (19 0
0 PivotWear 0
0 PivotWear
()
0 0
Corrosion/Cleanliness/Scratches on Piston Rod
(
09 0
0 Anchor Points for Binding/Excess Movement (19 0
0 Vent for Obstructions (19 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
MIA 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner a
Level:
Date:
Reviewed By'.
Level:
Date:
Blun% William E.
L.
11i1 10/22/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC R Level:
Date:
N/A N/A Hecht, Jeff W.
ll 11/0811899 Other Level:
Date:
A.N.I.I. Review.
Date:
N/A N/A
Florida Power Corporation R
i Crystal River Unit 3 Pipe Hanger, 4 port or Restraint Data Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO11 PSI Proc. No.lAccp. Proc.:
Proc. Rev.fAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 VA-NOS 1/2 F-A EFH Work R Report No.:
VT-99-0S8 Page:
of I
tequest No.:
360621 System:
EF Drawing No.:
SK "in Progress" EFH-40O SUPPORT App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO [
- Resoltition 1Technique Equipmuent Lighting Tools 0 Temp. Gauge S/N: N/A 1/32' Divisoi (Scale))
Direct I
rMior 0 Ambient
@) scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A
°F 0
micrometer 0 Comparator 0
1/32" Une (Gray Card) 0 Remote 10 Magnifier
) Flashlight 0
Light Meter S/N: N/A 0 See Comments J OSee Comments 1 0see Comments 0 Dropllght 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0
VARIABLE SPRING SUPPORTS Un-CONSTANT SUPPORTS(RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VTr3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
(*)
0 0
Cracks In Welds 0
(*
0 Cracks in Welds 0
0 Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins 0
(#)
0 Broken/Missing Cotter Pins
(
0 0
Loose/Missing Locknuts 0
0 Loose/Missing Locknuts 0
0 Loose/MissIng Locknuts
(*)
0 0
Struct Steellimbedded Plates
()
0 0
Stuct Steellimbedded Plates 0
().
0 Struct Steel/Imbedded Plates 0
0 Concrete Anchors
) 0 0
Concrete Anchors
(*9 0
0 Concrete Anchors
()
0 0
Engagement
()
0 0
Engagement 0
(#
0 Pipe, Hanger/Rod Movement Obstrs
()
0 0
Movement Obstructions (0) 0 0
Movement Obstructions 0
(#) 0 Fluid Level in Reservoir
()
0 0
Loose Posltion/Load Indicator (19 0
0 Loose Position/Load Indicator (19 0
0 Leaks in Connections
()
0 0
Pivot Wear (1) 0 0
Pivot Wear 0
0 Corrosiof/Cleanliness/Scratches on Piston Rod
()
0 0
Anchor Points for Binding/Excess Movement (19 0
0 Vent for Obstructions
(
0 0
Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A (1) 0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner:
I g
/
Level:
Date:
Reviewed By:
Level:
Date:
Blut, William E.
A/A II 10/2211999 N/A N/A Examiner.
Level:
Date:
Reviewed By FPC Represen*
Level:
Date:
N/A N/A Hecht, Jeff W.
III 11/0811999 Other.
Level:
Date:
A.N.I.I. Review:
,,/
Date:
N/A N/A II
Florida Power Corporation Crystal River Unit 3 Pipe Hanger, S4port or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-641 Component ID:
EFH-641 nt
Description:
SUPPORT Proc. No./Accp. Proc.:
Proc. Rev./Accp. Proc. Rev.:
Exam Category:
VT-N10 / VA-NO8 112 F-A
-0 IZ~-1?~ WorkFR Report No.:
VT-99-089 Page:
1 of I
Fequest No.:
360621 System:
EF Drawing No.:
SK "In Progress" Compone Item No.:
)a-1-30A- 0 App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO [
Resolution Technique J Equipment LiThtina 1n2s 0
Temp. Gauge S/N: N/A
(@) 1/32" Division (Scale)
(#) Direct
@I) Mirror 0 Ambient
(*
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
NrA F
o 1/32r Line (Gray Card) 0 Remote 0 Magnifier
() Flashlight 0
Light Meter S/N: N/A 0
See Comments 0 See Comments 0 See Comments 0 Droplight 0
Level 0 See Comments Cal Due: NIA Ilium. Level N/A o
VARIABLE SPRING SUPPORTS Un-() CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks in Welds
- 0) 0 0 Cracks in Welds 0
(*)
Cracks in Welds 0
0 Broken/MissIng Cotter Pins
)
0 0
Broken/MIssing Cotter Pins 0
()
0 Broken/Missing Cotter Pins
(*)
0 0
Loose/Missing Locknuts
()
0 0
Loose/Missing Lockrwts 0
0 Loose/Missing Locknuts
(*)
0 0
Struct Steellimbedded Plates
(
- 0) 0 0 Stuct Steel/Imbedded Plates 0
Struct Steel/Imbedded Plates
(
0 0
Concrete Anchors
) 0 0
Concrete Anchors
(@) 0 0
Concrete Anchors 0
0 Engagement
) 0 0
Engagement 0
0 Pipe, Hanger/Rod Movement Obstrs
()
0 0
Movement Obstructions 0
0 Movement Obstructions 0
(3 0
Fluid Level In Reservoir (13 0
0 Loose Position/Load Indicator (1) 0 0
Loose Position/Load Indicator
(@ Q 0
Leaks In Connections (1
0 0
Pivot Wear (1
0 0
Pivot Wear 0
0 Cormsion/Cleanliness/Scratches on Piston Rod (1
0 0
Anchor Points for Bindilng/Excess Movement
()
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A FluidLevel:
N/A 0
0 Cold Load:
N/A Cold Setting:
N/A PIn to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
0.5" x 4" Notch cut out of I-Beam. Allowed by revision REA-99-1189.
Examination Results:
SAT Examiner 1 ~ ' 1Level:
Date:
Reviewed By:
Level:
Date:
Blumn, William E.
III 10/22/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC Represer.:
py Level:
Date:
N/A N/A Hecht, JeffW,
.,3f/
7
/x 5
I11 11/09/1999 Other:
Level:
Date:
A.N.I.I. Review:
(0 F
-Date:
N/A N/AII IIII
Florida Power Corporation Crystal River Unit 3 Pipe Hanger,
- port or Restraint Data 0
Outage:
Workscope:
Summary No.:
Component ID:
Component
Description:
RFO`11 PSI Proc. NoJAccp. Proc.:
Proc. ReviAccp. Proc. Rev.:
Exam Category.
Item No.:
VT-N10/VA-NOD 112 F-A I3o EFH-643 EFH-643 RESTRAINT-1--
Work F ISOI Report No.:
VT-99.091 Page:
1 of 1
Request No.:
360621 System:
EF
)rawing No.:
SK "in Progress" App. Code Year/Addenda:
Section Xl, 1989 Edition wlo Addenda Resolution I Techniaue n Eau*rint Lighting I
0 Temp. Gauge S/N: N/A
) 1/32-Division (Scale)
- ) Direct Mirror 0
Ambient Scale 0
Depth Gauge Cal Due: N/A Sys. Temp.
N/A
°F 0 micrometer 0* comparator 0
1W2 Une (Gray Card) 0 Remote 0 Magnifier Flashlight 0
Light Meter S/N:
N/A O See Comments 0 See Comments 0 See Comments 0 Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0
VARIABLE SPRING SUPPORTS Un-CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAUUC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat V"-3 N/A Sat Sat VT13 N/A Sat Sat Cracks in Welds
(*)
0 0
Cracks in Welds 0
(@) 0 Cracks in Welds
(*)
0 0
BrokervMissing Cotter Pins
()
0 0
Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins
()
0 0
Loose/MIssing Locknuts
) 0 0
Loose/Missing Locknuts 0
(*)
0 Loose/Missing Locknuts 0
0 Struct Steel/imbedded Plates
(*)
0 0
Stuct Steel/Imbedded Plates 0
@)
0 Struct Steel/imbedded Plates
()
0 0
Concrete Anchors
(*}
0 0
Concrete Anchors
- )
0 0
Concrete Anchors
(*)
0 0
Engagement
(
0 0
Engagement 0
0 Pipe, Hanger/Rod Moveent Obstrs 0
0 Movement Obstructions
(*)
0 0
Movement Obstructions 0
(#)
0 Fluid Level In Reservoir 0
0 Loose Position/Load Indicator
(*)
0 0
Loose Positn/Load Indicator
@)
0 0
Leaks in Connections 1m 0
0 Pivot Wear
()
0 0
Pivot Wear
(@) 0 0
Corrosion/Cleanliness/Scratches on Piston Rod
()
0 0
Anchor Points for Binding/Excess Movement 0
0 Vent for Obstructions
)
0 0
Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A (j) 0 0
Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner
~ a o
lLevel:
Date:
Reviewed By:
Level:
Date:
Blum, William E.
111 C.J-it 10/22/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repres tlve Level:
Date:
N/A N/A Hecht, JeffW, Ill 11108111999 Other.
Level:
Date:
A.N.,.,. Review. (
Date:
NIA N/A
Florida Power Corporation Ht Crystal River Unit 3 Pipe Hanger.
port or Restraint Data Outage:
Workscope:
RFO11 PSI Summary No.:
EFH644 I
Component ID:
EFH-644 Component
Description:
RESTRAINT Proc. NoJAccp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No.:
VT-N10 I VA-N08 112 Re F-A F/-3o04 Work Req port No.:
VT-99-092 Page:
1 of I
uest No.:
360621 System:
EF ving No.:
SK "in Progress" App. Code Year/Addenda:
Section Xl, 1989 Edition w/o Addenda ISO Dray Resolution Techniaue Eguioment Lighting ools 0
Temp. Gauge S/N: N/A
(*) 1/32" Division (Scale)
Direct
) Mirror 0 Ambient f
Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F I
(0 Micrometer 0
Comparator
(
1/32" Une (Gray Card) 0 Remote 0 Magnifier
() Flashlight 0
Light Meter S/N: N/A 0 See Comments 10 See Comments 0
See Comments, 0 Droplight 0
Level 0 See Comments Cal Due: N/A Ilium. Level N/A 0 VARIABLE SPRING SUPPORTS Un-
~
)CONSTANT SUPPORTS/RESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VF-3 N/A Sat Sat VT-3 N/A Sat Sat Cracks In Welds 0
0 Cracks In Welds 0
0 Cracks in Welds 0
0 Broken/Missing Cotter Pins
(*)
0 0
Broken/Missing Cotter Pins 0
0 Broken/Missing Cotter Pins
()
0 0
Loose/MissIng Locknuts (i) 0 0
Loose/Missing Locknuts 0
(*)
0 Loose/MissIng Locknuts
)
0 0
Struct Steel/Imbedded Plates
()
0 0
Stuct Steel/Imbedded Plates 0
@)
0 Struct Steel/Imbedded Plates 0
0 Concrete Anchors 0
0 Concrete Anchors 0
0 Concrete Anchors 0
0 Engagement
()
0 0
Engagement 0
(*)
0 Pipe, Hanger/Rod Movement Obstrs
(
0 0
Movement Obstructions.
(*)
0 0
Movement Obstructions 0
0 Fluid Level in Reservoir
(
0 0
Loose Position/Load Indicator
(#
0 0
Loose Position/Load Indicator 0
0 Leaks In Connections
()
0 0
Pivot Wear
(*)
0 0
Pivot Wear 0
0 Corrosion/Cleanliness/Scratches on Piston Rod
(*
0 0
Anchor Points for Binding/Excess Movement
)
0 0
Vent for Obstructions 0
0 Hot Load:
N/A Hot Setting:
N/A Fluid Level:
N/A 0
0 Cold Load:
N/A Cold Setting:
N/A Pin to Pin Hot:
N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner Level:
Date:
Reviewed By:
Level:,
Date:
Btum, WTIllam E.
,,.t a-U 10/22/1999 N/A N/A Examiner Level:
Date:
Reviewed By FPC R Level:
Date:
N/A N/A HechtJeffW.
111 111081199 Other:
Level:
Date:
A.N.I.I. Review.
Date:
N/A N/A
Florida Power Corporation Crystal River Unit 3 Pipe Hanger,
- port or Restraint Data Outage:
RFO11 Workscope:
PSI Summary No.:
EFH-845 Component ID:
EFH-645 ent
Description:
SUPPORT Proc. No./Accp. Proc.:
Proc. RevJAccp. Proc. Rev.:
Exam Category:
Item No,:
VT-N10/ VA-N08 112 F-A
.c/ý.3o 1T Work Report No.:
VT-90-093 Page:
1 of I
Request No.:
360621 System:
EF Drawing No.:
SK "in Proglress" Compon App. Code Year/Addenda:
Section XI, 1989 Edition w/o Addenda ISO
.Resolution In iguj Eauipment LlIhtina Tools 0
- O 1/32" Oielon (Scale)
(*9 Direct
(
Mirror 0 Amb(ent Scale 0 Depth Gauge Cal Due: N/A Sys. Temp.
N/A 0 F o 1/32-Une (Gray Card) 0 Remote 0 Magnifier
()
Flashlight 0 Calieer 0 CWeldmpage 0
Light Meter S/N: N/A 0 Se Cmmnts 0 Se ommn 1 0 Maicrmeer 0 Coldpaugeatore:NI SeeI C 0
See Comments/Q See Comments 0 Droplight 1 0 Level 0 See Comments Cal Due: N/A Ilium. Level N/A O VARIABLE SPRING SUPPORTS Un-(1) CONSTANT SUPPORTSIRESTRAINTS Un-0 HYDRAULIC SHOCK SUPPRESSORS Un-VT-3 N/A Sat Sat VT.3 N/A Sat Sat VT-3 N/A Sat Sat (rcksinWelds 0
0 Cracks In Welds 0
)
Cracks in Welds 0
0 Broken/Missing Cotter Pins (1
0 0
Broken/Missing Cotter Pins O
(19 0
Broken/Missing Cotter Pins 19 0
0 Loose/Missing Locknuts (19 0
0 Loose/Missing Locknuts 0
(19 0
Loose/Missing Locknuts (19 0
0 Struct Steel/Imbedded Plates (1)0 0
Stuct Steel/Imbedded Plates 0
(19 0
Struct Steel/Imbedded Plates (19 0
0 Concrete Anchors 0
0 Concrete Anchors
(
0 0
Concrete Anchors (0) 0 0
Engagement
()
0 0
Engagement 0
(1 0
Pipe, Hanger/Rod Movement Obstrs (1
0 0
Movement Obstructions
()0 0
Movement Obstructions 0
019 0
Fluid Level in Reservoir
(
0 0
Loose Position/Load Indicator (19 0
0 Loose Positlon/Load Indicator
(@ 0 0
Leaks in Connections (19 0
0 Pivot Wear (1
0 0
Pivot Wear
) 0 0
Corrosion/Cleanliness/Scratches on Piston Rod
()
0 0
Anchor Points for Binding/Excess Movement (1
0 0
Hot Load:
N/A Hot Setting:
NA ns 0
0 Fluid Level:
N/A (9
0 0
Cold Load:
N/A Cold Setl:
NIA Pin to Pin Hot N/A Pin to Pin Cold:
N/A Load Indicator Reading:
N/A Position Indicator Reading:
N/A Actual Position Setting:
N/A Comments:
N/A Examination Results:
SAT Examiner
,4J.
Level:
Date:
Reviewed By:
Level:
Date:
Blun, William E.
1 III 10/22/1999 N/A N/A Examiner:
Level:
Date:
Reviewed By FPC Repressa, Level:
Date:
N/A N/A Hecht, Jeff W.
it 11,08/1999 Other Level:
Date:
A.N.I.I. Review:
_/
,jDate:
N/A NIA 1~~-
1