ML070600443: Difference between revisions

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| 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
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UNDERWATER CONSTRUCTION CORPORATION PROCEDURE:
UNDERWATER CONSTRUCTION CORPORATION PROCEDURE:
QPlO.09 - OCNGSi R2I ATTACHMENT 1 QUALITATIVE INSPECTION RECORD REVISION:
QPlO.09 - OCNGSi R2I ATTACHMENT 1 QUALITATIVE INSPECTION RECORD REVISION:
1 ~ PRESERVICE  
1 ~ PRESERVICE
[ ] INSERVICE  
[ ] INSERVICE
[XI WORK ORDER NO. R2077340 VT-1 { ] VT-3 [ XI GENERAL VISUAL  
[XI WORK ORDER NO. R2077340 VT-1 { ] VT-3 [ XI GENERAL VISUAL
[ ] RECORDNO.:
[ ] RECORDNO.:
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:
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:
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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.
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.
2 to 6 Med to Dense Location Invert  
2 to 6 Med to Dense Location Invert  
& 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  
& 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
(< 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:
(< 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:
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.
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.
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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:
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:
QP10.09 - OCNGSl R21 REVISION:
QP10.09 - OCNGSl R21 REVISION:
1 PRESERVICE  
1 PRESERVICE
[ ] INSERVICE Ix] WORK ORDER NO. R2077340 VT-1 [ ] VT-3 [ X 1 GENERAL VISUAL  
[ ] INSERVICE Ix] WORK ORDER NO. R2077340 VT-1 [ ] VT-3 [ X 1 GENERAL VISUAL
[ ] RECORDNO.:
[ ] RECORDNO.:
1 PageLofA DIRECT[XJ REMOTE [ I Client: ExelonlAmerGen Facility Location:
1 PageLofA DIRECT[XJ REMOTE [ I Client: ExelonlAmerGen Facility Location:
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-/f$&\g?.v eve1 I1 NDE spector * /&=2@;06 Date - Date 810 6 Level I1 M3E Inspector Date Date Level I1 NDE Inspector  
-/f$&\g?.v eve1 I1 NDE spector * /&=2@;06 Date - Date 810 6 Level I1 M3E Inspector Date Date Level I1 NDE Inspector  
-- 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:
-- 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:
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  
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
[XI WORK ORDER NO: ~2077340 PRESERVICE  
[XI WORK ORDER NO: ~2077340 PRESERVICE
[ 3 VT-1 [X]VT-3 [ IGENERALVISUAL  
[ 3 VT-1 [X]VT-3 [ IGENERALVISUAL
[ ] RECORDNO.:
[ ] RECORDNO.:
1 Page 3 ofA ILLUMINATION CHECK (TIME): START NA ILLUMINATION CHECK:
1 Page 3 ofA ILLUMINATION CHECK (TIME): START NA ILLUMINATION CHECK:

Revision as of 04:32, 13 July 2019

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

{{#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. I SIGNATURE: I DATE: UNDERWATER CONSTRUCTION CORPORATION PROCEDURE: QPlO.09 - OCNGSi R2I ATTACHMENT 1 QUALITATIVE INSPECTION RECORD REVISION: 1 ~ PRESERVICE [ ] INSERVICE [XI WORK ORDER NO. R2077340 VT-1 { ] VT-3 [ XI GENERAL VISUAL [ ] RECORDNO.: 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: Submerged Torus Shell (Pressure Boundary) 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. 2 to 6 Med to Dense Location Invert & 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 (< 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. 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: QP10.09 - OCNGSl R21 REVISION: 1 PRESERVICE [ ] INSERVICE Ix] WORK ORDER NO. R2077340 VT-1 [ ] VT-3 [ X 1 GENERAL VISUAL [ ] RECORDNO.: 1 PageLofA 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 Level I1 NDE Inspector -/f$&\g?.v eve1 I1 NDE spector * /&=2@;06 Date - Date 810 6 Level I1 M3E Inspector Date Date Level I1 NDE Inspector -- 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: 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 [XI WORK ORDER NO: ~2077340 PRESERVICE [ 3 VT-1 [X]VT-3 [ IGENERALVISUAL [ ] RECORDNO.: 1 Page 3 ofA ILLUMINATION CHECK (TIME): START NA ILLUMINATION CHECK: 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 DryFilmThicknessGauge: 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: ]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 = N/A if not present I Isolated Pit (ISO) = N/A if not present I Pit Depth = Uncorrected for surfaci Examples: 16-2P-023 = 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 = Diameter of pit or pit group across longest dimension) Adjacent Pits = Enter Pit 1D#'s of adjacent pits or pit groups Coordinate = Location measured as an X / Y distance from a structural feature (such as a Ring Girder) or azimuth & distance from a penetration. Pit Coordinate = X / Y coordinate or azimuth & distance. Video Ref. = reference from VCR counter UT Thickness = Wall thickness per Owner}}