ML070600443: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
 
(StriderTol Bot change)
 
(2 intermediate revisions by the same user not shown)
Line 5: Line 5:
| author name = Vallance C
| author name = Vallance C
| author affiliation = Underwater Construction Corp
| author affiliation = Underwater Construction Corp
| addressee name = McAllister M
| addressee name = Mcallister M
| addressee affiliation = AmerGen Energy Co, LLC, NRC/NRR
| addressee affiliation = AmerGen Energy Co, LLC, NRC/NRR
| docket = 05000219
| docket = 05000219
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:-e DATE: 10/28/06 TO: Martin McAllister FROM Charles Vallance TITLE: COMPANY: ExelodAmerGen COMPANY: Underwater Construction Corporation NDE, Level I11 TITLE: NDE, Level 111 The following uncontrolled document(s) are being transmitted to you. Please destroy or clearly mark all previous revisions or issues. Veri@ the total number of pages received in the appropriate column. Retain a copy for your records. ADDRESS: Oyster Creek Nuclear Generating Station US Highway Route 9 Forked River, NJ 0873 I CONTROL NO.: - N/A ADDRESS: 110 Plains Rd Essex, CT 06426 I DOCUMENT QP10.09-OCNGSlF221; Record -I---- NO. 1 DATE 10/28/06 : DOCUMENT TITLE Attachment 1-Qualitative Inspection Record & Attachment 2-Quantitative Evaluation of Metal Loss Record ~~ REV. 1 - PRINTED NAME TITLE PAGES PAGES SENT I RCVD. 4l I I I ~~ ~ I I I I FAILURE TO ACKNOWLEDGE RECEIPT WITHIN THIRTY (30) WORKING DAYS MAY RESULT IN REMOVAL FROM DOCUMENT DISTRIBUTION.
{{#Wiki_filter:-e DATE: 10/28/06 TO:   Martin McAllister                                     FROM           Charles Vallance TITLE:         NDE, Level I11                               TITLE:         NDE, Level 111 COMPANY:      ExelodAmerGen                                COMPANY:        Underwater Construction Corporation ADDRESS:      Oyster Creek Nuclear Generating Station      ADDRESS:        110 Plains Rd US Highway Route 9                                            Essex, CT 06426 Forked River, NJ 0873I The following uncontrolled document(s) are being transmitted to you. Please destroy or clearly mark all previous revisions or issues. Veri@ the total number of pages received in the appropriate column. Retain a copy for your records.
I SIGNATURE:
CONTROL NO.:-                     N/A
I DATE:
-I-
UNDERWATER CONSTRUCTION CORPORATION PROCEDURE:
                                            ~~
QPlO.09 - OCNGSi R2I ATTACHMENT 1 QUALITATIVE INSPECTION RECORD REVISION:
I DOCUMENT REV.      DATE                  DOCUMENT TITLE                    SENT PAGES    I PAGES RCVD.
1 ~ PRESERVICE  
QP10.09-OCNGSlF221; Record NO. 1 1    10/28/06   Attachment 1-Qualitative Inspection Record & Attachment 2-Quantitative Evaluation of Metal Loss Record 4 l
[ ] INSERVICE  
:                                                                                                                        ~~ ~
[XI WORK ORDER NO. R2077340 VT-1 { ] VT-3 [ XI GENERAL VISUAL  
I         I                                           I I         I                                           I           I FAILURE TO ACKNOWLEDGE RECEIPT WITHIN THIRTY (30) WORKING DAYS MAY RESULT IN REMOVAL FROM DOCUMENT DISTRIBUTION.
[ ] RECORDNO.:
PRINTED NAME                                                          TITLE I SIGNATURE:                                                 I DATE:
1 PageLofQ DIRECT [XI REMOTE [ 1 ILLUMINATION CHECK (TIME): UNSAT [ ] Client: Exelon/AmerGen Facility Location: Oyster Creek Nuclear Gen. Station Project No.: 01-02260.56 Date: 10/28/06 Description of Vessel: G.E. BWR Mark I Containment-Torus Location:
 
Bays No. 1 - 20 (Shell) INSPECTION INFORMATION:
UNDERWATER CONSTRUCTION CORPORATION                                                       -
Submerged Torus Shell (Pressure Boundary)
PROCEDURE:QPlO.09 OCNGSi R2I                         REVISION: 1 ATTACHMENT 1 QUALITATIVE INSPECTION RECORD
Principal Torus Coating: Mobil78 + Mobil46 x 16 Surfacer START= STOP &l ILLUMINATION CHECK SAT [x] Classification of Coating Deficiencies:
  ~
TYPE DESCRIPTION Cracking In Top Coat None To Substratew Location N/A Area:-, NIA Delamination In Top Coat None To Substrate N/A Location NIA Area: N/A Blistering Area: 1 to 10 soft m. Flaking or Peeling Mech. Damage Random to med dense Location- primarily at invert Tiger Striping N/A Location NIA . Area: NIA - Discoloration - Surface staining Location primarily at invert Area: 1 to 10 sqft m.. Per D714: No.
PRESERVICE [ ] INSERVICE [XI                                                                   WORK ORDER NO. R2077340 VT-1 { ]         VT-3 [ XI GENERAL VISUAL [ ]                                         RECORDNO.: 1 P a g e L o f Q DIRECT [XI REMOTE [ 1 ILLUMINATION CHECK (TIME): START=                            STOP &                l ILLUMINATION        CHECK SAT [x] UNSAT [ ]
2 to 6 Med to Dense Location Invert
Client: Exelon/AmerGen               Facility Location: Oyster Creek Nuclear Gen. Station Project No.: 01-02260.56 Date: 10/28/06 Description of Vessel: G.E. BWR Mark I Containment-Torus Location: Bays No. 1 - 20 (Shell)
& near waterline Frac blisterstlow adbesion Location Associated with Blistering Area: 1 to 2 saft ~YD. Area: 1 to 2 sqft tw. Classification of Substrate Deficiencies: Pinpoint Rusting Random Location various locations Area: <1 sqfta Uniform Rusting Minor Location various locations Area: <1 saft typ. Pitting Corrosion  
INSPECTION INFORMATION: Submerged Torus Shell (Pressure Boundary)
(< threshold values) 2 to 39 mils Location urimarilv at invert Area: <I sqft tvo. Corrosion with loss of section N/A Location NIA Area: NtA Other Surface Indications* None Location NIA Area:
Principal Torus Coating: Mobil78 + Mobil46 x 16 Surfacer Classification of Coating Deficiencies:
NtA Note 1: *Document surface indications such as discoloration, arc strikes, gouges, dents, pitting, cracks, wear, excessive corrosion, erosion, or other signs of surface irregularities on the part or component.
TYPE                 DESCRIPTION Cracking         In Top Coat None To S u b s t r a t e w Location                 N/A                 Area:-,       NIA Delamination In Top Coat None To Substrate N/A Location                           NIA                 Area:         N/A Blistering       Per D714: No. 2 to 6 Med to Dense Location Invert & near waterline                  Area: 1 to 10 soft m.
Note 2: Show references to continuation sheets when entering data on this sheet. Measuring and Testing Equipment:  
Flaking or Peeling           Frac blisterstlow adbesion Location Associated with Blistering              Area: 1 to 2 saft ~YD.
$jp.>s.OG 173qrCI Dry Film Thickness Gauge: SN 181771 SN -l+W9- SN EJ0181 SN EJ024r NIST Cal. Plates:
Mech. Damage            Random to med dense              Location- primarily at invert                  Area: 1 to 2 sqft tw.
SN K-84487 SN K-75160 Dial Depth Gauge:
Tiger Striping              N/A                        Location              NIA              . Area: NIA -
SN D-24 SN 177857 Calibration Flat: SN 05002 GotNo-Go Pit Gauge:
Discoloration - Surface staining                          Location primarily at invert                Area: 1 to 10 sqft m..
SN PB-I 5 1 - Gauges disposed of on site. IS1 Engineer Review Date \o!aS 6 Level II'NDE Inspector Level 111 Inspector Date ANI1 Review Date UNDERWATER CONSIRUCTION CORPORATION ATTACHMENT 1 (CONTINUED) QUALITATIVE INSPECTION RECORD PROCEDURE:
Classification of Substrate Deficiencies:
QP10.09 - OCNGSl R21 REVISION:
Pinpoint Rusting           Random                           Location         various locations         Area:     <1 s q f t a Uniform Rusting             Minor                             Location         various locations         Area: <1 saft typ.
1 PRESERVICE  
Pitting Corrosion (< threshold values) 2 to 39 mils Location urimarilv at invert                           Area: <I sqft tvo.
[ ] INSERVICE Ix] WORK ORDER NO. R2077340 VT-1 [ ] VT-3 [ X 1 GENERAL VISUAL  
Corrosion with loss of section           N/A                 Location               NIA               Area:         NtA Other Surface Indications*             None                 Location               NIA               Area: NtA Note 1: *Document surface indications such as discoloration, arc strikes, gouges, dents, pitting, cracks, wear, excessive corrosion, erosion, or other signs of surface irregularities on the part or component.
[ ] RECORDNO.:
Note 2: Show references to continuation sheets when entering data on this sheet.
1 PageLofA DIRECT[XJ REMOTE [ I Client: ExelonlAmerGen Facility Location:
Measuring and Testing Equipment:                                   $jp.>s.OG 173qrCI Dry Film Thickness Gauge:           SN 181771         SN -l+W9-             SN EJ0181 SN EJ024r NIST Cal. Plates:           SN     K-84487             SN K-75160 Dial Depth Gauge:           SN     D-24               SN 177857 Calibration Flat:           SN     05002 GotNo-Go Pit Gauge:         SN   PB-I 5 1 - Gauges disposed of on site.
Oyster CreeK Nuclear Gen. Station Project No.: 01 -02260.56 torus shell is coated, however, there are numerous small coating deficiencies that expose base metal.
                                                                              \o!aS       6 Level IINDE Inspector                   Level 111     Inspector           Date            IS1 Engineer Review        Date ANI1 Review             Date
These consist primarily of fractured blisters with minor mechanical damage and spot rusting and typically measure 1/16" to %,' in diameter. Pitting of the base metal was qualitatively assessed and typically ranged from 2 to approximately 40 mils. Blistering of the pressure boundary coating is found in all 20 bays. The heaviest blistering is generally near the invert. Blister size is No. 2 to No. 6. Degree of frequency is medium to medium dense as rated in accordance with ASTM D 714 "Standard Test Method of Evaluating Degree of Blistering of Paints". Fractured blisters appear to expose undercoat or substrate.
 
Blister size in these areas randomly exceeds ASTM rating (112" to 1-114'' diameter). The balance of the coating in the inspected areas exhibits random moderate to heavy surface straining (not to substrate), mechanical damage, and pinpoint rusting. Coated Surfaces: Coating deficiency indications consist primarily of blistering, discoloration, and minor mechanical coating damage in all 20 torus bays. Frequency and distribution of these conditions is as described above. Photographs of typical conditions can be found in the final report. Coating deficiencies exposing base metal were identified and repaired by the application of an underwater coating. Uncoated Surfaces: Reportable Pitting indications are recorded on the attached quantitative data sheets (attachment 2). Photographs of typical pitting conditions can be found in the final report. Other localized areas of exposed base metal exhibit only minor corrosion and surface rusting. There are no indications of discoloration, arc strikes, gouges, dents, pitting, cracks, wear, excessive corrosion, erosion, or other signs of surface irregularities.
UNDERWATER CONSIRUCTION CORPORATION                                               -
I 1 Level I1 NDE Inspector
PROCEDURE: QP10.09 OCNGSl R21                     REVISION: 1 ATTACHMENT 1 (CONTINUED)
-/f$&\g?.v eve1 I1 NDE spector * /&=2@;06 Date - Date 810 6 Level I1 M3E Inspector Date Date Level I1 NDE Inspector  
QUALITATIVE INSPECTION RECORD PRESERVICE [ ] INSERVICE Ix]                                         WORK ORDER NO. R2077340 VT-1 [ ]         VT-3 [ X 1GENERAL VISUAL [ ]                         RECORDNO.: 1 P a g e L o f A DIRECT[XJ REMOTE [ I Client: ExelonlAmerGen             Facility Location: Oyster CreeK Nuclear Gen. Station Project No.: 01-02260.56 torus shell is coated, however, there are numerous small coating deficiencies that expose base metal. These consist primarily of fractured blisters with minor mechanical damage and spot rusting and typically measure 1/16" to %,' in diameter. Pitting of the base metal was qualitatively assessed and typically ranged from 2 to approximately 40 mils.
-- Level I1 NDE Inspector Date ate IS1 Engineer Review Date de ANI1 Review Date UNDERWATER CONSTRUCTION CORPORATION ATTACHMENT 2 (CONTINUED) - DATA SHEET QUANTITATIVE EVALUATION OF METAL LOSS RECORD Work Order No.: R2077340 Project No.: 01-02260.56 PROCEDURE:
Blistering of the pressure boundary coating is found in all 20 bays. The heaviest blistering is generally near the invert.
QP10.09 - OCNGSIR21 Record NO.:^ Page ANI1 Review 05-P5-02 N/A 07-P5-01 Inspector Date X 1 0.052 I0.006 10.01 1 X I 0.073 NA 10.058 0.026 0.029 0.010 0.021 0.006 0.014 t 0.000 0.016 0.000 0.020 t 0.000 0.018 NA 0.062 0.000 0.018 --u-lL 0.041 0.044 0.041 0.076 0.039 0.050 - 0.041 0.044 0.250 28 from P3 WS in 56l from IWS NIA N/A x N/A Ad] Zero not used in metal loss calc 48l from P2/3 0.250 WS in 6"from IWS N/A NIA x NIA Adj Zero not used in metal loss calc 0.038 46" from 415 RG in 50 from IWS NIA N/A x NIA Adj Zero not used in metal loss CalC 0.025 WS in 36 from IWS NIA NIA x N/A Adj Zero not cdsed in metal loss calc 0.025 WS in 34" from IWS N/A MA x NIA Adj Zero not used in metal loss calc 0.025 WS in IWS NIA N/A x NIA Adj Zero not used in metal loss calc 0.125 WS in 67" from tws Pit 01-GI N/A x NIA Adj Zero not used in metal loss calc 0.125 WS in 61" from Iws Pit 02-GI N/A x N/A Adi Zero not used in metal loss calc 27" from P4/5 22" from P5/6 20" from P4/5 52.5" from 10.5" from P4/5 IO! from P4/5 lO)L4/LZ Date Date P ,3-%- 06 Level II &DE Inspector Date ATTACHMENT 2 QUANTITATIVE EVALUATION OF METAL LOSS RECORD INSERVICE
Blister size is No. 2 to No. 6. Degree of frequency is medium to medium dense as rated in accordance with ASTM D 714 "Standard Test Method of Evaluating Degree of Blistering of Paints". Fractured blisters appear to expose undercoat or substrate. Blister size in these areas randomly exceeds ASTM rating (112" to 1-114'' diameter).
[XI WORK ORDER NO: ~2077340 PRESERVICE
The balance of the coating in the inspected areas exhibits random moderate to heavy surface straining (not to substrate), mechanical damage, and pinpoint rusting.
[ 3 VT-1 [X]VT-3 [ IGENERALVISUAL
Coated Surfaces: Coating deficiency indications consist primarily of blistering, discoloration, and minor mechanical coating damage in all 20 torus bays. Frequency and distribution of these conditions is as described above.
[ ] RECORDNO.:
Photographs of typical conditions can be found in the final report. Coating deficiencies exposing base metal were identified and repaired by the application of an underwater coating.
1 Page 3 ofA ILLUMINATION CHECK (TIME): START NA ILLUMINATION CHECK:
Uncoated Surfaces: Reportable Pitting indications are recorded on the attached quantitative data sheets (attachment 2).
Client ExelodAmerGen Facility Location: Oyster Creek Nuclear Genqating Station Date: 10/28/06 Description of Vessel: G.E.
Photographs of typical pitting conditions can be found in the final report. Other localized areas of exposed base metal exhibit only minor corrosion and surface rusting. There are no indications of discoloration, arc strikes, gouges, dents, pitting, cracks, wear, excessive corrosion, erosion, or other signs of surface irregularities.
BWR Four/Mark I Containment - Torus Location:
I                                                                                                                             1
Bay No. 4,5,7, & 15 DryFilmThicknessGauge:
                -/f$&\g?.v Level I1 NDE Inspector                    eve1 I1 NDE spector
SN 181771 SN WWI9 SN EJOIS1 SN EJ0241 REMOTE [ ] Project No.: 01-02260.56 STOP NA DIRECT [XI SAT [ X 3 UNSAT [ ] Measure and Test Equipment:
                                                                      /&=2@;06 Date Level I1 M3E Inspector 810 6 Date                                       Date           Level I1 NDE Inspector       Date d e Level I1 NDE Inspector     Date                                       ate IS1 Engineer Review       Date ANI1 Review             Date
]73q]y @P%Q*Ub NIST Cal. Plates: SN K-84487 SN K-75160 Dial Depth Gauge: SN D-24 SN 177857 Calibration Flat:
 
SN 05002 GONO-Go Pit Gauge: SN PB-15 1 - Gauges disposed of on site. Procedure for Determining Metal Loss: Metal loss values have a higher degree of accuracy when the protective coating is removed. Since it is not practical to remove the coating at all measxed sites, it is generally performed when the metal loss values (obtained with coating in place) approach or exceed the maximum value (MAV) established by the Cwner. Metal loss values (MLV) are obtained by subtracting the sum of the average dry film thickness (ADFT) value and the dial depth gauge adjusted to zero value (AZV) from the pit depth value (PDV). Thus, MLV = PDV (ADFT + AZV) Pit ID = Bay#, Plate(P)#, Pit# I Pit Group  
UNDERWATER CONSTRUCTION CORPORATION                               PROCEDURE: QP10.09 - OCNGSIR21 ATTACHMENT 2 (CONTINUED)- DATA SHEET QUANTITATIVE EVALUATION OF METAL LOSS RECORD Work Order No.: R2077340       Project No.: 01-02260.56                                           Record     NO.:^ Page X  1 0.052 I0.006 10.011 0.041 0.250 2 8 from P3 WS in    56l from IWS        NA I          N/A      x        N/A    Ad] Zero not used in metal loss calc I
= N/A if not present I Isolated Pit (ISO) = N/A if not present I Pit Depth = Uncorrected for surfaci Examples:
tt 48l from P2/3 X    0.073 0.026 0.029 0.044 0.250 WS                  in 6"from IWS          N/A        NIA      x        NIA    Adj Zero not used in metal loss calc 0.010 0.021 0.041 0.038 46" from 415 RG in    5 0 from IWS        NIA        N/A      x        NIA    Adj Zero not used in metal loss CalC 27" from P4/5 0.006 0.014 0.076 0.025 WS                 in 3 6 from IWS       NA I          NIA       x       N/A     Adj Zero not cdsed in metal loss calc 22" from P5/6 05-P5-02 N/A                     0.000 0.016 0.039 0.025 WS                in  34" from IWS       N/A         MA        x       NIA     Adj Zero not used in metal loss calc 20" from P4/5        52.5" from 07-P5-01                          0.000 0.020 0.050 0.025 WS                 in IWS                 NIA         N/A     x        NIA    Adj Zero not used in metal loss calc 10.5" from P4/5 NA 10.058 0.000 0.018 0.041 0.125 WS                   in 67" from tws Pit 01-GI          N/A     x         NIA     Adj Zero not used in metal loss calc
16-2P-023  
                    --u-lL I O ! from P4/5 NA 0.062 0.000 0.018 0.044 0.125 WS                     in 61" from Iws Pit 02-GI         N/A     x         N/A    Adi Zero not used in metal loss calc lO)L4/LZ                                  P ,3-%-0 6 Date      Level II &DE Inspector                    Date Date Inspector ANI1 Review              Date
= Bay 16, shell plate 2, pit # 023 roughness or DFT Adj. Zero = Surface roughness measured near pit Avg DFT = Average dry film thickness near pit I Metal Loss = Pit Depth - (Adj, Zero  
 
+ Avg. DFT) Pit Diameter  
ATTACHMENT 2 QUANTITATIVE EVALUATION OF METAL LOSS RECORD PRESERVICE [ 3                        INSERVICE [XI                                                                                                    WORK ORDER NO: ~2077340 VT-1      [X]VT-3              [ IGENERALVISUAL [ ]                                                                                        RECORDNO.: 1               Page 3     o f A DIRECT            [XI                  REMOTE [ ]                                                                                                             Project No.: 01-02260.56 ILLUMINATION CHECK (TIME):                   START NA              STOP      NA ILLUMINATION CHECK:                 SAT [ X 3 UNSAT [ ]
= Diameter of pit or pit group across longest dimension) Adjacent Pits
Client     ExelodAmerGen                                                                                   Facility Location:       Oyster Creek Nuclear Genqating Station Date: 10/28/06 Description of Vessel: G.E. BWR Four/Mark I Containment - Torus                             Location: Bay No. 4,5,7, & 15 Measure and Test Equipment:                              ]73q]y @P%Q*Ub DryFilmThicknessGauge:             SN 181771       SN W W I 9        SN EJOIS1 SN EJ0241 NIST Cal. Plates:           SN    K-84487          SN K-75160 Dial Depth Gauge:            SN    D-24              SN    177857 Calibration Flat:           SN   05002 GONO-GoPit Gauge:           SN   PB-15 1 - Gauges disposed of on site.
= Enter Pit 1D#'s of adjacent pits or pit groups Coordinate
Procedure for Determining Metal Loss:
= Location measured as an X / Y distance from a structural feature (such as a Ring Girder) or azimuth & distance from a penetration. Pit Coordinate
Metal loss values have a higher degree of accuracy when the protective coating is removed. Since it is not practical to remove the coating at all measxed sites, it is generally performed when the metal loss values (obtained with coating in place) approach or exceed the maximum value (MAV) established by the Cwner. Metal loss values (MLV) are obtained by subtracting the sum of the average dry film thickness (ADFT) value and the dial depth gauge adjusted to zero value (AZV) from the pit depth value (PDV). Thus, MLV = PDV (ADFT + AZV)
= X / Y coordinate or azimuth & distance.
Pit ID = Bay#, Plate(P)#, Pit#                           I Pit Group = N/A if not present                 I Isolated Pit (ISO) = N/A if not present I Pit Depth = Uncorrected for surfaci Examples:                                                                                                                       roughness or DFT 16-2P-023 = Bay 16, shell plate 2, pit # 023 Adj. Zero = Surface roughness measured near pit               Avg DFT = Average dry film thickness near pit I
Video Ref. = reference from VCR counter UT Thickness
Metal Loss = Pit Depth - (Adj, Zero + Avg. DFT)             Pit Diameter = Diameter of pit or pit       Coordinate = Location measured as an X / Y distance from a structural feature group across longest dimension)             (such as a Ring Girder) or azimuth & distance from a penetration.
= Wall thickness per Owner}}
Pit Coordinate = X / Y coordinate or azimuth & distance. Adjacent Pits = Enter Pit 1D#s of adjacent pits or pit groups           Video Ref. = reference    UT Thickness = Wall from VCR counter           thickness per Owner}}

Latest revision as of 18:38, 13 March 2020

Amergen QA Review of Underwater Construction Scope (5 Pages)
ML070600443
Person / Time
Site: Oyster Creek
Issue date: 10/28/2006
From: Vallance C
Underwater Construction Corp
To: Mcallister M
AmerGen Energy Co, Office of Nuclear Reactor Regulation
References
Download: ML070600443 (5)


Text

-e DATE: 10/28/06 TO: Martin McAllister FROM Charles Vallance TITLE: NDE, Level I11 TITLE: NDE, Level 111 COMPANY: ExelodAmerGen COMPANY: Underwater Construction Corporation ADDRESS: Oyster Creek Nuclear Generating Station ADDRESS: 110 Plains Rd US Highway Route 9 Essex, CT 06426 Forked River, NJ 0873I The following uncontrolled document(s) are being transmitted to you. Please destroy or clearly mark all previous revisions or issues. Veri@ the total number of pages received in the appropriate column. Retain a copy for your records.

CONTROL NO.:- N/A

-I-

~~

I DOCUMENT REV. DATE DOCUMENT TITLE SENT PAGES I PAGES RCVD.

QP10.09-OCNGSlF221; Record NO. 1 1 10/28/06 Attachment 1-Qualitative Inspection Record & Attachment 2-Quantitative Evaluation of Metal Loss Record 4 l

~~ ~

I I I I I I I FAILURE TO ACKNOWLEDGE RECEIPT WITHIN THIRTY (30) WORKING DAYS MAY RESULT IN REMOVAL FROM DOCUMENT DISTRIBUTION.

PRINTED NAME TITLE I SIGNATURE: I DATE:

UNDERWATER CONSTRUCTION CORPORATION -

PROCEDURE:QPlO.09 OCNGSi R2I REVISION: 1 ATTACHMENT 1 QUALITATIVE INSPECTION RECORD

~

PRESERVICE [ ] INSERVICE [XI WORK ORDER NO. R2077340 VT-1 { ] VT-3 [ XI GENERAL VISUAL [ ] RECORDNO.: 1 P a g e L o f Q DIRECT [XI REMOTE [ 1 ILLUMINATION CHECK (TIME): START= STOP & l ILLUMINATION CHECK SAT [x] UNSAT [ ]

Client: Exelon/AmerGen Facility Location: Oyster Creek Nuclear Gen. Station Project No.: 01-02260.56 Date: 10/28/06 Description of Vessel: G.E. BWR Mark I Containment-Torus Location: Bays No. 1 - 20 (Shell)

INSPECTION INFORMATION: Submerged Torus Shell (Pressure Boundary)

Principal Torus Coating: Mobil78 + Mobil46 x 16 Surfacer Classification of Coating Deficiencies:

TYPE DESCRIPTION Cracking In Top Coat None To S u b s t r a t e w Location N/A Area:-, NIA Delamination In Top Coat None To Substrate N/A Location NIA Area: N/A Blistering Per D714: No. 2 to 6 Med to Dense Location Invert & near waterline Area: 1 to 10 soft m.

Flaking or Peeling Frac blisterstlow adbesion Location Associated with Blistering Area: 1 to 2 saft ~YD.

Mech. Damage Random to med dense Location- primarily at invert Area: 1 to 2 sqft tw.

Tiger Striping N/A Location NIA . Area: NIA -

Discoloration - Surface staining Location primarily at invert Area: 1 to 10 sqft m..

Classification of Substrate Deficiencies:

Pinpoint Rusting Random Location various locations Area: <1 s q f t a Uniform Rusting Minor Location various locations Area: <1 saft typ.

Pitting Corrosion (< threshold values) 2 to 39 mils Location urimarilv at invert Area: s.OG 173qrCI Dry Film Thickness Gauge: SN 181771 SN -l+W9- SN EJ0181 SN EJ024r NIST Cal. Plates: SN K-84487 SN K-75160 Dial Depth Gauge: SN D-24 SN 177857 Calibration Flat: SN 05002 GotNo-Go Pit Gauge: SN PB-I 5 1 - Gauges disposed of on site.

\o!aS 6 Level IINDE Inspector Level 111 Inspector Date IS1 Engineer Review Date ANI1 Review Date

UNDERWATER CONSIRUCTION CORPORATION -

PROCEDURE: QP10.09 OCNGSl R21 REVISION: 1 ATTACHMENT 1 (CONTINUED)

QUALITATIVE INSPECTION RECORD PRESERVICE [ ] INSERVICE Ix] WORK ORDER NO. R2077340 VT-1 [ ] VT-3 [ X 1GENERAL VISUAL [ ] RECORDNO.: 1 P a g e L o f A DIRECT[XJ REMOTE [ I Client: ExelonlAmerGen Facility Location: Oyster CreeK Nuclear Gen. Station Project No.: 01-02260.56 torus shell is coated, however, there are numerous small coating deficiencies that expose base metal. These consist primarily of fractured blisters with minor mechanical damage and spot rusting and typically measure 1/16" to %,' in diameter. Pitting of the base metal was qualitatively assessed and typically ranged from 2 to approximately 40 mils.

Blistering of the pressure boundary coating is found in all 20 bays. The heaviest blistering is generally near the invert.

Blister size is No. 2 to No. 6. Degree of frequency is medium to medium dense as rated in accordance with ASTM D 714 "Standard Test Method of Evaluating Degree of Blistering of Paints". Fractured blisters appear to expose undercoat or substrate. Blister size in these areas randomly exceeds ASTM rating (112" to 1-114 diameter).

The balance of the coating in the inspected areas exhibits random moderate to heavy surface straining (not to substrate), mechanical damage, and pinpoint rusting.

Coated Surfaces: Coating deficiency indications consist primarily of blistering, discoloration, and minor mechanical coating damage in all 20 torus bays. Frequency and distribution of these conditions is as described above.

Photographs of typical conditions can be found in the final report. Coating deficiencies exposing base metal were identified and repaired by the application of an underwater coating.

Uncoated Surfaces: Reportable Pitting indications are recorded on the attached quantitative data sheets (attachment 2).

Photographs of typical pitting conditions can be found in the final report. Other localized areas of exposed base metal exhibit only minor corrosion and surface rusting. There are no indications of discoloration, arc strikes, gouges, dents, pitting, cracks, wear, excessive corrosion, erosion, or other signs of surface irregularities.

I 1

-/f$&\g?.v Level I1 NDE Inspector eve1 I1 NDE spector

/&=2@;06 Date Level I1 M3E Inspector 810 6 Date Date Level I1 NDE Inspector Date d e Level I1 NDE Inspector Date ate IS1 Engineer Review Date ANI1 Review Date

UNDERWATER CONSTRUCTION CORPORATION PROCEDURE: QP10.09 - OCNGSIR21 ATTACHMENT 2 (CONTINUED)- DATA SHEET QUANTITATIVE EVALUATION OF METAL LOSS RECORD Work Order No.: R2077340 Project No.: 01-02260.56 Record NO.:^ Page X 1 0.052 I0.006 10.011 0.041 0.250 2 8 from P3 WS in 56l from IWS NA I N/A x N/A Ad] Zero not used in metal loss calc I

tt 48l from P2/3 X 0.073 0.026 0.029 0.044 0.250 WS in 6"from IWS N/A NIA x NIA Adj Zero not used in metal loss calc 0.010 0.021 0.041 0.038 46" from 415 RG in 5 0 from IWS NIA N/A x NIA Adj Zero not used in metal loss CalC 27" from P4/5 0.006 0.014 0.076 0.025 WS in 3 6 from IWS NA I NIA x N/A Adj Zero not cdsed in metal loss calc 22" from P5/6 05-P5-02 N/A 0.000 0.016 0.039 0.025 WS in 34" from IWS N/A MA x NIA Adj Zero not used in metal loss calc 20" from P4/5 52.5" from 07-P5-01 0.000 0.020 0.050 0.025 WS in IWS NIA N/A x NIA Adj Zero not used in metal loss calc 10.5" from P4/5 NA 10.058 0.000 0.018 0.041 0.125 WS in 67" from tws Pit 01-GI N/A x NIA Adj Zero not used in metal loss calc

--u-lL I O ! from P4/5 NA 0.062 0.000 0.018 0.044 0.125 WS in 61" from Iws Pit 02-GI N/A x N/A Adi Zero not used in metal loss calc lO)L4/LZ P ,3-%-0 6 Date Level II &DE Inspector Date Date Inspector ANI1 Review Date

ATTACHMENT 2 QUANTITATIVE EVALUATION OF METAL LOSS RECORD PRESERVICE [ 3 INSERVICE [XI WORK ORDER NO: ~2077340 VT-1 [X]VT-3 [ IGENERALVISUAL [ ] RECORDNO.: 1 Page 3 o f A DIRECT [XI REMOTE [ ] Project No.: 01-02260.56 ILLUMINATION CHECK (TIME): START NA STOP NA ILLUMINATION CHECK: SAT [ X 3 UNSAT [ ]

Client ExelodAmerGen Facility Location: Oyster Creek Nuclear Genqating Station Date: 10/28/06 Description of Vessel: G.E. BWR Four/Mark I Containment - Torus Location: Bay No. 4,5,7, & 15 Measure and Test Equipment: ]73q]y @P%Q*Ub DryFilmThicknessGauge: SN 181771 SN W W I 9 SN EJOIS1 SN EJ0241 NIST Cal. Plates: SN K-84487 SN K-75160 Dial Depth Gauge: SN D-24 SN 177857 Calibration Flat: SN 05002 GONO-GoPit Gauge: SN PB-15 1 - Gauges disposed of on site.

Procedure for Determining Metal Loss:

Metal loss values have a higher degree of accuracy when the protective coating is removed. Since it is not practical to remove the coating at all measxed sites, it is generally performed when the metal loss values (obtained with coating in place) approach or exceed the maximum value (MAV) established by the Cwner. Metal loss values (MLV) are obtained by subtracting the sum of the average dry film thickness (ADFT) value and the dial depth gauge adjusted to zero value (AZV) from the pit depth value (PDV). Thus, MLV = PDV (ADFT + AZV)

Pit ID = Bay#, Plate(P)#, Pit# I Pit Group = N/A if not present I Isolated Pit (ISO) = N/A if not present I Pit Depth = Uncorrected for surfaci Examples: roughness or DFT 16-2P-023 = Bay 16, shell plate 2, pit # 023 Adj. Zero = Surface roughness measured near pit Avg DFT = Average dry film thickness near pit I

Metal Loss = Pit Depth - (Adj, Zero + Avg. DFT) Pit Diameter = Diameter of pit or pit Coordinate = Location measured as an X / Y distance from a structural feature group across longest dimension) (such as a Ring Girder) or azimuth & distance from a penetration.

Pit Coordinate = X / Y coordinate or azimuth & distance. Adjacent Pits = Enter Pit 1D#s of adjacent pits or pit groups Video Ref. = reference UT Thickness = Wall from VCR counter thickness per Owner