ML20034E838
| ML20034E838 | |
| Person / Time | |
|---|---|
| Site: | Point Beach  |
| Issue date: | 02/10/1993 |
| From: | Staskol T WISCONSIN ELECTRIC POWER CO. |
| To: | |
| Shared Package | |
| ML20034E837 | List: |
| References | |
| NUDOCS 9303020005 | |
| Download: ML20034E838 (32) | |
Text
,..
e Disconsin Electric Power Co.
231 Ocat Michigan Avenue Milwaukee, M1 $3201 Point Beach Nuclear Plant, Unit 2 6610 Nuclear Road Two Rivers, ul 54241 Docket 50 301.
CommercialServiceDate 10/01/72 UNIT 2 REFUELING 18 INSERVICE INSPECTION
SUMMARY
REPORT FOR FORM NIS-1 s
Written by:
b, ~ /i $$ < o.
Date:
2 - / O - 9' 3 Reviewed by:
h I !Al
,Date:
2'/#'b Approved by:
- f Date: c#-8' 3 9303020005 930219 PDR ADOCK 05000301 O
e hensin Doctric Power Co.
231 Weat Michig a Avenue Milwautee,WI $3201 Point Beach Nudear Plant, Unit 2 6610 Nuclear Road Two Rivers, WI 54241 DocLet 50-301 CommercialService Date 10/01/72 Acronvnts ASME American Society of Mechanical Engineers CCW Component Cooling Water EBASCO EBASCO Services Incorporated IDR Indication Disposition Report IN Information Notice ISI Inservice Inspection LTP Ieng Term Plan MT Magnetic Particle Examination MWR Maintenance Work Request NDE Nondestructive Examination NES Nuclear Engineering Section NRC Nuclear Regulatory Commission PBNP Point Beach Nuclear Plant P-G Phillips Getschow PT Dye Penetrant Examination PWA Professional Welding Associates QTS Quality Technical Services RT Radiographic Examination UT Ultrasonic Examination VT Visual Examination WE Wisconsin Electric Power Company
Wisconsia Dectric Power Co.
+
231 Wa::t Michigan Avenue
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Milwaukee, WI $3201 Point Beach Nuclear Plant Unit 2 6610 Nuclear Road Two Rivers, WI 54241 Docket 50-301 Comnercialservice Daw 10/0102 t
Table of Contents
1.0 INTRODUCTION
t 2.0 ABSTRACT OF EXAMINATIONS l
2.1 Determination of Scope 2.2 Component / Weld Examinations t
2.3 Completed Component / Weld Examinations 2.4 Pressure Tests 3.0 ABSTRACT OF CONDITIONS NOTED AND CORRECTIVE MEASURES TAKEN 3.1 Component / Weld i
3.2 Pressure Tests t
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t hansa Dietric Powcr Co.
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231 West Michigin Avenue Milwaukee, WI 53201 Ibint Beach Nuclear Plant, Unit 2 i
6610 Nuclear Road i
Two Rivera, WI $4241 DocLet sG301 Cornmercialservice Date 10/0102 UNIT 2 REFUELING 18 INSERVICE INSPECTION
SUMMARY
i
1.0 INTRODUCTION
From November 12,1991 to November 16, 1992, non-destructive examinations of selected components at PBNP Unit 2 were performed. These examinations constitute the fourth examination of the third period, and the last examination of the second 10-year interval at PBNP Unit 2. The time interval for this examination period included the Unit 2 Refueling 18 outage that ran from September 25,1992 to November 16, 1992.
2.0 ABSTRACT OF EXAMINATIONS 2.1 Determination cf Scone Components and system areas were selected for examination in accordance with the i
following:
2.1.1 PBNP FSAR, Technical Specification Section 15.4.2.B 2.1.2 Long Term Inservice Examination Plan for Class 1, Class 2, and systems at Point Beach Nuclear Plant, Second Interval, Unit 2.
2.1.3 NRC IE Bullefn 82-02 2.1.4 Requests of PBHP Personnel 2.1.5 Condition Report CR 92-004 (SG Feedwater Nozzles) i
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honsin Doctric Powtr Co.
231 Wes Michig n Avenue Milwaukee, WI 53201 i
Point Beach Nuclear Plant, Unit 2 I
6610 Nuclear Road Two Rivers WI 54741 Dockc 50-301 ComrnercialService Date 10/01/72 2.2 Scone of Component Weld Examinations Representative samples of the following components and system areas were examined with NDE techniques by WE (QTS), EBASCO, Phillips Getschow (P-G) and Professional Welding Associates (PWA) personnel.
Reactor Pressure Vessel A Steam Generator B Steam Generator A Reactor Coolant Pump B Reactor Coolant Pump i
Pressurizer Class 1 Pressure Retaining Valve Bolting Regenerative Heat Exchanger Class 1 Piping and Supports i
Class 2 Piping and Pipe Supports j
Class 3 Pipe Supports 2.3 Completed Component / Weld Examinations CODE or IIEADING DESCRIPTION Outage A description of exam.
"Y" exam completed during the outage, scheduled EACH interval.
"B" exam completed during the outage, scheduled ONCE during plant life.
Indicate A description of indications (i.e., N = no indications, R = recordable indications, I = insignificant or non-relevant indications, G =
geometry).
Following are database printouts that summarize the ISI examinations that were performed during the Unit 2 Refueling 18 outage.
Wkronsin Doctric Pow;r Co.
231 West Michigan Avanus Milwaukee, WI 53201 Poire Beach Nuclear Maia, Unit 2 6610 Nuclear Road Two Rivers, WI 54241 Docket 50-301 Commercial 5ervice Date 10/01/72 i
I Section XI Examinations t
i i
1 l
i 1
WISCONSIN ELECTRIC POWER COMPANY PolNT CEACM t;UCLEAR PLANT, U; TIT 2 Page to.
1 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET Wo. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS MEA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION COMPONENT: ACS PIPING AC-06-RHR-2001-02 ELBOW TO PIPE C5.11 B-20 PT Y--------
Y 92U2451P003 C-F N
DATA SHEET NOT FOUND FOR 00T1 - CREDIT TAKEN FOR OUT10.
AC-06 St-2003-06 PIPE TO ELBOW C5.11 B 22 PT Y--------
Y 92U2451P002 C-F N
DATA SHEET NOT FOUND FOR OUT1 - CRE'DIT TAKEN FOR CUT 10.
AC-08-RHR 2006 10 PIPE TO TEE C5.11 B-13 PT
B-B 92U2451P005 C-F N
DATA SHEET NOT FOUND FOR OUT8 - CREDIT TAKEN FOR DUT10.
AC-10-St-2001-10 PIPE TO ELBOW B9.11 A-23 PT Y-- ----- Y 92U2451P004 B-J N
DATA SHEET NOT FOUND FOR DUT1 - CREDIT TAKEN FOR OUT10.
AC-10 SI 2001-10 PIPE TO ELBOW 89.11 A-23 UT Y--------
Y 92U286P002 B-J 51 PTB N
DATA SHEET NOT FOUND FOR OUT1 - CREDIT TAKEN FOR OUT10.
COMPONENT: ACS SUPPURT COMPONENTS AC-06-SI-2003-06-2H18 PIPE MANGER F-1,2,3 B-22 VT-3 Y------ - Y 92U2750P059 F-C R
IDR 92U2 TP020 CREDIT BEING TAKEN FOR 00T10. LOOSE NUT-MWR925651.'
AC 08 RHR 2002-06 2H4 PIPE SUPPORT F-1-4 B-16 VT-3 Y 92U2750P008 F-C N
COMPONENT: CVCS SUPPORT COMPONENTS CVC 02 AS-2001-(18PRB) PIPE SUPPORT F-1,2,3 A-40 VT 3 Y 92U2750P056 F-8 N
Y 92U2750F012 CYC-02-LO 2001-29PSS-D PIPE SUPPORT F-1,2,3 A-46 VT 3 F-8 N
a WISCONSIN ELECTRIC POWER COMPAN7 PO107 BEACH NUCLEAR PLANT, UNI? 2 De9e Co.
2 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET No. 50-301 Co mERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUN. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION COMPONENT: MS PIPING CS-30-MS 2001-04LDI INSIDE LONG WELD C5.22 6-30 MT B 92U2350P013 C-F N
SEAM ADDED AND SCHEDULED FOR 00T10 D T TO LETTER HSB050792 To MEET SECTION XI REQUIREMENT.
B 92U2161P011 MS 30-MS-2001-04LDI INSIDE LONG WELD C5.22 B-30 UT C-F 45-PTB N
SEAM ADCED AND SCHEDULED FOR 00T10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
B 92U2350P015 CS-30-MS 2001 04LDO OUTSIDE LONG WELD C5.22 B-30 MT C-F M
SEAM ADDED AND SCHEDULED FOR OUT10 DUE To LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
B 9202161P012 QS-30-MS-2001-04LDO OUTSIDE LONG WELD C5.22 B-30 UT C-F 45-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
QS-30-MS-2001-04LU LONG WELD C5.22 B-30 MT B 92U2350P014 C-F N
SEAM ADDED AND SCHEDULED FOR CUT 10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30 MS-2001-04LU LONG WELD C5.22 B-30 Ut
B 92U2161P010 C-F 45-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE To LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
B 9202350P011 QS 30-NS 2001 18 PIPE TO TEE C5.21 B-32 MT CF N
B 92u2350P007 MS-30-MS-2001-18LDI INSIDE LONG WELD C5.22 B-32 MT C-F N
SEAM ADDED AND CCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
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WISCONSIN ELECTRIC POWER COMPANT PolNT EEACH L'UCLEAR PLANT, U:EIT 2 Pcge to.
3 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET No. 50-301 COMMERCIAL SERVICE DATE: 1D/01/72 SECTION XI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICAfl04 KS-30-MS 2001-18LDI INSIDE LONG WELD C5.22 B-32 UT
B 92U2161P005 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30-MS-2001-18LDO OUTSIDE LONG WELD C5.22 B-32 MT B 92U2350P006 C-F 4
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30-MS-2001-18LDO DUTSlDE LONG WELD C5.22 B 32 UT
---- B 92U2161P006 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR CUT 10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30 MS-2001-1BLU LONG VELD C5.22 B-32 Mi
B 92U2350P008 C-F N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 To MEET SECTION XI REQUIREMENT.
MS-30-MS-2001-18LU LONG WELD C5.22 B-32 UT B 92U2161P002 C-F 46 PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
KS 30 MS 2001-19 TEE TO VALVE C5.21 B-32 MT
-- B 92U2350P012 C-F N
ES-30 MS-2001-19LUI INSIDE LONG WELD C5.22 B-32 MT B 92U2350P009 C-F N
SEAM ADDED AND SCHEDULED FOR CUT 10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
ES-30-MS-2001-19LUt INSIDE LONG WELD C5.22 B-32 UT B 92U2161P004 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
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WISCONSIN ELECTRIC POWER COMPANY PolNT BEACH NUCLEAR PLANT, UNIT 2 Psga No.
4 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 NILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET No.'$0-301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 1NDl CATION MS-30*MS-2001-19LUO OUTSIDE LONG WELD C5.22 B-32 MT
B 92U2350P010 CF N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30+$-2001-19LUO OUTSIDE LONG WELD C5.22 B-32 UT B 92U2161P003 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS 30-MS 2002-06LDI INSIDE LONG WELD C5.22 B-31 MT B 9202350P018 C-F N
SEAM ADDED AND SCHEDULED FOR OUT10 %UE To LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30-MS-2002-06LDI INSIDE LONG WELD C5.22 B-31 UT B 92U2161P015 C-F 46-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30 MS-2002-06LDO OUTSICE LONG WELD C5.22 B-31 MT
---- B 92U2350P017 C-F N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
MS-30-MS-2002 06LDO OUTSIDE LONG WELD C5.22 B-31 UT B 92U2161P014 C-F 46-PTB N
SEAM ADDED AND SCHiDULED FOR CUT 10 DUE TO LETTER HSB050792 To MEET SECTION XI REQUIREMENT.
MS-30-XS-2002 06LU LONG WELD C5.22 B-31 MT B 92U2350P016 C-F N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
KS 30 MS-2002-06LU LONG WELD C5.22 B-31 UT B 92U2161P013 C-F 46-PTB N
SEAM ADDED AND SCHEDULED FOR QUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
WISCONSIN ELECTRIC POWER COMPANY POINT BEACH MUCLEAR PLAXT, UNIT 2 Page ko.
5 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAutEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50 301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS AIEA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION MS-30-MS 2002-19LD LONG WELD C5.22 B-33 MT B 92U2350P001 C-F N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
KS-30-MS-2002-19tD LONG WELD C5.22 B-33 UT
B 92U2161P001 C-F 46-PTB N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE To LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
RS-30-MSR-2001 01LD LONG WELD C5.22 B-32 MT B 92U2350P003 C-F N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
Es-30-MSR-2001-01LD LONG WELD C5.22 B-32 UT
B 92U2161P009 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR OUT10 DUE TO LETTER HSB050792 TO MEET SECTION MI REQUIREMENT.
MS-30-MSR-2001-01LUI INSIDE LONG WELD C5.22 B-32 MT B 92U2350P005 C-F N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE TO LETTER HSB050792 TO MEET I
SECT!DN XI REQUIREMENT.
KS 30 MSR-2001-01LUI INSIDE LONG WELD C5.22 B-32 UT B 92U2161P008 C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE TO LETTER HSB050792 TO MEET SECTION XI REQUIREMENT.
KS-30-MSR-2001-01LDO OUTSIDE LONG WELD C5.22 B-32 MT B 92U2350P004 C-F N
SEAM ADDED AND SCHEDULED FDR DUT10 DUE TO LETTEa HSB050792 TO MEET SECT!DN XI REQUIREMENT.
MS-30 MSR 2001-01LUO OUTSIDE LONG WELD C5.22 B-32 UT B 92U2161P007 l
l C-F 47-PTB N
SEAM ADDED AND SCHEDULED FOR DUT10 DUE TO LETTER HSB050792 TO MEET-SECTION XI REQUIREMENT.
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WISCONSIN ELECTRIC POWER COMPANY POINT BEACH tuCLEAR PLA27, UNIT 2 Foge Mo.
6 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUREE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 34241 DOCKET No. 50 301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS
. AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION COMPCCEET: RCP B
- 1 SLSLT 01 THRU 18 B7.60 A-10 VT-1 Y 92U2750PO48 B G-2 N
COMPONENT ADDED DURING OUT10.
COMPONENT! RCS SUPPORT COMPONENTS RC-02-BP 2001-12PSSA-1 PIPE MANGER F-1,2,3 A-44 VT-3
Y 92U2750P015 F-8 R
IDR 92U2 TP008 MISSING SHIMS ACCEPTABLE FOR USE.
RC-02 BP-2001-12PSSB-1 PIPE MANGER F-1,2,3 A-44 VT-3
- ------- Y 92U2750P030 FB R
IDR 92U2 TP006 MISSING SHIMS ACCEPTABLE FOR USE.
RC-02-BP 2002-12PSSA-2 PIPE MANGER F-1,2,3 A-44 VT 3 Y 92U2750P014 F-B R
IDR 92U2 TP005 MISSING SHIMS ACCEPTABLE FOR USE.
RC-02-BP 2002-12PSSB 2 PIPE MANGER F-1,2,3 A 44 VT 3 T 92U2750P016 t
F-B R
IDR 92U2 7P007 MISSING SHIMS ACCEPTABLE FOR USE.
KC+02-DR-2001 12PSS PIPE SUPPORT F-1,2,3 A-46 VT-3
Y 92U2750P019 F-8 W
CC-02-DR-2002 03PH PIPE SUPPORT F 1,2,3 A-47 VT-3 Y 92U2750P018 F-8 N
l RC-02-DR-2002-09PH PIPE SUPPORT F-1,2,3 A-47 VT-3 Y 92U2750P017 F-B N
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RC 03-PS-2002-R-30/S-38 PIPE SUPPORT F-1,2,3 A-34 VT-3
-Y ------ Y 92U2750P075 F-B N
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WISCONSIO ELECTRIC POWER COMPCN7 Po!OT BECCH NUCLEAR PLCCT, Lat? 2 Page Co.
7 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARYS CAT CAL BLOCK 123456789 10 INDICATION RC-03 PSF-2002 HS 45 PIPE RESTRAINT F-1 4 A-35 VT-3 Y 9202750P028 F-C N
QC-03 PSt @ 03 HS-44 PIPE RESTRAINT F-1-4 A-35 VT-3 Y 92U2750P029 F*C N
RC-06-SI 2002-RC-26 PIPE HANGER F-1-4 A-32 VT-3 Y 92U2750PO46 F-C R
IDR 9202 7P013 MOUNTING PLATE NOT FLUSH WITH WALL ACCEPTABLE FOR USE MWR923575.
RC 03-St 2002-RC-26 PIPE NANGER F-1-4 A 32 VT 4
-- - - - Y 92U2750PO46 F-C R
IDR 92U2 TP013 MOUNTING PLATE NOT FLUSH WITH WALL ACCEPTABLE FOR USE-MWR925575.
COMPONECT: SIS PIPING SIS-02-St 2002-05 PIPE TO ELBOW 89.40 A-49 PT Y"---~-
Y 92U2451P001 8J N
DATA SHEET NOT FOUND FOR 00T1 - CREDIT TAKEN FOR 00T10.
COMPONECT! SIS SUDPORT COMPONENTS SIS-02-SI-2001-08PR PIPE SUPPORT F-1,2,3 A-48 VT-3 Y 92U2750P055
~ ~-
F-B N
S!S 02-St-2001 10PHE PIPE SUPPORT F-1,2,3 A-48 vi-3 Y 92U2750PO45 F-8 N
SIS-02-St 2001 10PNG PIPE SUPPORT F-1,2,3 A-48 VT 3 Y 92U2750PO44 F-B 4
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WISCONSIN ELECTRIC POWER COMPANY POINT BEACM tlUCLEAR PLA%T, LMIT 2 Page to.
8 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 t
DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION MI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL block 123456789 to INDICATION 515-02-St 2002-12PHC PIPE MANGER F-1,2,3 A-49 YT-3 Y 92U2750P039 F-B N
SIS-02-St-2002-16PHE PIPE MANGER F-1,2,3 A 49 VT 3
-- Y 9202750PO41 F-B N
SIS-02-St-2002-16PNF PIPE HANGER F-1,2,3 A-49 VT-3
-- Y 9202750PO40 F-B N
SIS 02 St-2003-10PHF PIPE HANGER F-1,2,3 A-50 vi-3 Y 92U2750P034 F-8 N
SIS-02-SI-2003-10PHH PIPE MANGER F-1,2,3 A-50 VT-3 Y 9202750P033 F-B N
FORMERLY 1DPHG i
SIS 02-St-2003-11-PHA PIPE SUPPORT F-1,2,3 A-50 vi-3 Y 92U2750P022 F-8 N
S!S-02-St 2003-11-PHB PIPE SUPPORT F-1,2,3 A-50 vi-3 Y-92U2750P023 F-8 N
SIS-02-St-2003-11-PHC PIPE SUPPCRT F-1,2,3 A-50 YT-3 Y 92U2750P031 F-8 R
IDR 92U2 TP009 SEE CONDITION REPORT 92754 ACCEPTABLE FOR USE.
StS 02-St 2003-11 PHD P!PE SUPPORT F-1,2,3 A-50 YT-3 Y 9202750P021 F-B N
Sts-02-SI-2003-11-PHE PIPE SUPPORT F-1,2,3 A 50 vi 3
Y 92U2750P024 F-8 N
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231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 00CKET No. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 SECit0N XI EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICAfl0N SIS-02 St-2004-08 PHD PIPE SUPPORT F*l,2,3 A-51 VT-3
Y 92U2750P035 F-B N
Sis 02-SI-2004-10-PH PIPE SUPPORT F-1,2,3 A 51 VT-3
Y 92U2750P038 F-B N
SIS-02-St-2004-12-PH PIPE SUPPORT F 1,2,3 A-51 VT-3 Y 9202750PO47 F-B N
SIS 02-St-2004-12 PH8 PIPE SUPPORT F 1,2,3 A-51 VT-3 Y 92U2750P037 F-B N
S!S-02 SI-2004-13-PHA PIPE SUPPORT F-1,2,3 A-51 VT-3 Y 92U2750P010 F-B R
IDR 92U2 TP011 MISSING WASHER AND GAP ACCEPTABLE FOR USE.
SIS-02 St-2004 13 PMB PIPE SUPPORT F-1,2,3 A-51 VT-3 Y 9202750P009 F8 R
IDR 92U2 7P010 MISSING WASHER AND GAP ACCEPTABLE FOR USE.
LIS 02 St-2004-14-PHA PIPE SUPPORT F-1,2,3 A-51 VT-3 Y 92U2750P025 F-8 N
SIS-02-SI 2004-14-PHB PIPE SUPPORT F-1,2,3 A-51 VT-3 Y 92U2750P026 F-B N
SIS-02-SI-2004-14 PHC PIPE SUPPORT F-1,2,3 A-51 VT-3 Y 92U2750P027 F-B N
SIS-02-SI-2004-20-PHC PIPE SUPPORT F-1,2,3 A-51 VT-3
-- ------ Y 92U2750P011 F-B R
IDR 92U2 7P012 MISSING WASHER AND GAP ACCEPTABLE FOR USE.
t$lSCC3 SIN ELECTRIC POWEQ COMPANY PolNT BEACM WUCLEAR PLCET, UNIT 2 P@ Co.
10 231 WEST MICMIGAN AVENUE 6410 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 SECTION XI EXAMINATIONS ADEA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION
$15-06-51-2005-S250 PIPE SUPPORT F-1,2,3 8-25 VT-3 Y 92U2750P007 FB R
IDR 9202 TP002 LIGHT RUST ACCEPTABLE FOR USE.
S!S 06-SI-2007-2R24 PIPE SUPPORT F-1,2,3 8 27 VT-3 Y 92U2750PO42 FC N
SIS-06-St-2008 H201A PIPE SUPPORT F-1,2,3 8-28 VT-3 Y 92U2750P004 FB N
SIS 06-Sta2008 R96 PIPE SUPPORT F-1,2,3 B-29 VT-3 Y 92U2750PO43 F-B N
SIS-10 St 2003-R 53 PIPE SUPPORT F-1-4 A-25 VT-3 Y 9202750P013
--- -~--
F-C N
COMPONENT ADDED AS A RESULT OF lEB 79-14.
COMPONENT: SW SY$ TEM SUPPORT COMPONENTS SW To 2HX15A-2H92 PIPE SUPPORT F-1,2,3 310 VT-3 Y 92U2750P005
~
F-8 N
$3 TO 2HX15A-R188 PIPE SUPPORT F-1,2,3 310 VT-3
- ----- - Y 92U2750P032 F-8 N
FORMERLY R100 SW TO 2HX158-950 PIPE SUPPORT F-1,2,3 308 VT-3 Y 9202750P006
- - ~ ~ - - -
F-8 R
IDR 92U2 TP001 CRActED GROUT ACCEPTABLE FOR USE.
COMPCEC7: VALVES: WELDED B00Y P.4 701 t,88904 1) 812.30 A 22 UT Y 92U286P001 B-M-1 35-PTB N
TMis VALVE IS TO BE EXAMINED BY WEPCO PERSONNEL DURING THE INTERVAL.
10' VELAN GATE VALVE
=
honsin Doctric Power Co.
231 Wact Michig:n AvInue Milwaukee, WI 53201 Point Beach Nuclear Plant Unit 2 a
6610 Nuclear Road Two Rivers, WI 54241 DocLet 50-301 CommercialService Date 10101/72 f
I I
e Additional Examinations i
i
WISCONSIO ELECTRIC POWER COMPCD7 PolNT BEACH CUCLECR PLACT, CIT 2 Osge Co.
1 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 ADDITIONAL EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICAfl0N COMPONECT: ACS SUPPORT COMPONENTS AC 10-RHR-2006-R-42/16 PIPE SUPPORT F-1,2,3 B-14 VT-3
-Y-------
Y 92U2750P060 F-B N
OUT10 15 AN ADDITIONAL EXAM AS A RESULT OF IDR 92U2 TP014.
COMPOWEDT: SW SYSTEM SUPPORT COMPONENTS SW TO 2HX15B HA21/M-82 PIPE RESTRAINT F-1,2,3 308 VT-3 Y-------
Y 9202750P063 F-B N
OUT10 IS AN ADDITIGNAL EXAM AS A RESULT OF IDR 92U2 7P001.
SW TO 2Hx15C 2H116/2156 PIPE SUPPORT F-1,2,3 311 VT 3
--Y-Y 92U2750P062 F-8 N
OUT10 IS AN ADDITIONAL EXAM AS A RESULT OF IDR 92U2 7P001.
SW 70 2HX150-H118/2158 PIPE SUPPORT F-1,2,3 309 VT-3 Y---
Y 92U2750P061 FB N
OUT10 IS AN ADDITIONAL EXAM AS A RESULT OF IDR 92U2 TP001.
ORIGINALLY SCHEDULED FOR CUT 7
i honnin Doctric Power Co.
231 Was Mich'y Avenue Milwaukee, WI 53201 e
Point Beach Nuclear Plant, Unit 2 6610 Nuclear Road Two Rivers, WI 54241 DocLet 50-301 CornmercialserviceDate 10/01n2 I
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WISCONSIN ELECTRIC POWER COMPANY POIOT BEACH QJCLECR PLACT, UNIT 2 Page No.
1 231 WEST MICMIGAN AVENUE 6610 NUCLEAR ROAD
-02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 PRESERVICE/ BASELINE EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SMEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION COMPCCENT: ACS SUPPORT COMPONENTS AC-06-St-2002-R2315 PlPE SUPPORT F 1,2,3 B 21 vi-3 Y--- --- Y 92U2750P067 F-B N
PRESERVICE EXAM DUE TO MOD MR 90-0529.
SECTION XI EXAM OUT2. PRESERVICE EXAM OUT10.
AC 06 SI-2003-R2315 PIPE SUPPORT F-1,2,3 B-22 VT-3
Y--
Y 92U2750P066 F-8 N
PRESERVICE EXAM DUE TO MOD MR-90-0528.
SECTION XI EXAM OUTT. PRESERVICE EXAM OUT10.
AC 08 RNR-2002-R2324 PIPE SUPPORT F-1 4 VT-3
- Y 92U2750P050 F-C N
OUT10 PRESERVICE EXAM.
COMPONENT ADDED AS A RESULT OF MOD. MR-90-0528.
QC AC-2001 AC-2/2-7017 PIPE MANGER F-1-4 A-22 VT-3
Y-Y 9202750P071 F-C R
IDR 9202 TP021 LOCK NUT ON EAST SPRING NOT FULLY ENGAGED.
ACCEPTABLE FOR USE. PRESERVICE EXAM OUT10.
AC-10-AC-2001 AC-2/2-7017 PIPE MANGER F-1-4 A-22 VT-4
---Y-Y 92U2750P071 F-C R
IDR 92U2 TP021 LOCK NUT ON EAST SPRING NOT FULLY ENGAGED.
ACCEPTABLE FOR USE. PRESERVICE EXAM OUT10.
AC-10-RMR 2005-R2347A PIPE SUPPORT F-1-4 VT-3 Y 92U2750P054 F-C N
OUT10 PRESERVICE EXAM.
COMPONENT ADDED AS A RESULT OF M00. MR-90-0528.
AC 10-RNR-2006 R-40/23 PIPE SUPPORT F-1,2,3 8 14 VT-3
---Y- --- Y 92U2750P068 F-B N
PRE-SERVICE EXAM DURING OUT10 DUE TO INSTALLATION OF SMIMS.
CC-10-RMR 2006-R-41/S23 PIPE SUPPORT F-1,2,3 B 14 VT-3 Y--
Y 92U2750PO49 F-B R
REF. 89PB2-INR-004, CNIPPED CONCRETE. PRE SERVICE EXAM DURING OUT10 DUE TO INSTALLATION OF SMIMS. DUT10 IDR 92U2 TP014 BROKEN TACK WELDS.
OUT10-CR92685 FOR OPERABILITY MWR 925660 FOR REPAIR-92U2750P069 PRESERVICE.
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e' WISCONSIN ELECTRIC POWER COMPANY POINT BEACH NUCLEAR PLANT, UNIT 2 Ptge to.
2 231 WEST MICHIGAN AVENUE 6610 NUCLEAR PGAD 0.2/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET WO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 PRESERVICE/ BASELINE EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICAfl04 COMPC;:ENT: CYCS SUPPORT COMPONENTS CYC 02-AS-2001 25PR-C PIPE RESTRAINT F-1,2,3 A 40 VT-3
Y Y 92U2750M019 FB N
RESCHEDULED FROM OUT3 (U2R11). 1 ANCHOR BOLT IS CUT OFF AT THE WALL. REF. IDR 7 P-007; SEE CONDITION REPORT 91-435 FOR EVALUAT10N. ACCEPTED FOR USE.
OUT10 - 92U2 750M019 (U2R18) FOR VT 3 AFTER REPATR OF BOLT MWR 914993.
Wisconsin Doctru h Co.
231 Wes Michigan Avenue Milwaukee, WI 53201 Point Beach Nmlear Plant, Unit 2 6610 Nuclear Road Two Rivera, WI $4241 Datet 50-301 ComnercialserviceDate 10/01/72 l
i l
a Augmented Examinations i
In conjunction with the augmented examinations listed in the attached table, ultrasonic testing was performed on the feedwater nozzles of A and B steam generators in response to Condition Report CR 92-004. Data Sheet 92U286P004 documents this inspection. No recordable indications were noted.
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WISCONSIN ELECTRIC POWER COMPANY PolNT EEACN EJCLEA;t PLA%T, UNIT 2 Paga No.
1 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE. WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET No. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 AUGMENTED EXAMINATIONS AREA ITEM FIGURE METHOD OUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 to INDICATION COMPCZENT VALVESt PRESSURE RETAINING BOLTING
$1-853A B7.70 A-31 VT-1
-YY--
Y 92U2750P065 B-G-2 N
SURFACE EXAM IN ADDITION TO VT 1 IF VALVE DISASSEMBLED, IAW IEC82 02. EXAM'O IN PLACE, U2R14 ALSO SEE DATA SNEET 9202353P001, 6' CHECK. ORIGINAL SCHEDULE OUT7. U2R14 DATA SHT 750-P-029 & IDR T-P 024.
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Wisconsin Doctric Pawn Co.
231 Wees Michig n Avenue Milwaukee, WI 53201 Point Beach Nuclear Plant. Unit 2 6610 Nuclear Road Two Rivers. WI 54241 DocLet 50-301 CanmercialService Date 10/01/72 2.4 Pressure Tests 2.4.1 ASME Section XI Pressure Tests Following are pressure tests that have been conducted as part of the pressure test program at PBNP since the last refueling outage.
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VAsconsin Doctric Pow".r Co.
231 Wen Michigm Avenue Milwaukee,WI 53201 Point Beach Nuclear Plant, Unit 2 6610 Nucicar Road Two Rivers, WI 54241 Daket 50-301 CommercialSeWice Date10/0102 r
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Pressure Tests 1
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WISC3NSl4 ELECTRIC POWER COMPANY PolNT BEACH kUCLEAR PLANT, U:IT 2 Pcg2 No.
231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD g
02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET NO. 50-301 COMMERCIAL SERVICE DATE: 10/01/72 PRESSURE TEST AREA ITEM FIGURE METHOD DUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION COMPONENT: RCP A PUMP CASING EXTERIOR B12.10 A-9 VT-2
- ---YYYY Y
BL1 N
REDUIRCD DURING EACH RCS SYSTEM OR HYDRO TEST.
COMPONENT! RCP B PUMP CASING EXTERIOR B12.10 A-9 VT-2
-- --YYYY Y
B-L-1 N
REDUIRED DURING EACH RCS SYSTEM OR HYDRO TEST.
COMPONENft REGENERATIVE HEAT EXCHANGER RHE N1-IRS INLET N02ZLE INSIDE RADIUS SECTION 83.160 A-7 VT-2
-Y----YYY Y
B-D N
RR 2-11 VT-2 EACH SYST. OR HYDRO TEST IN LIEU OF UT AND VT-1 EACH I
HYDRO TEST. INSULATION REMOVAL REQUIRED FOR VT-1.
I RELIEF ALTERNATE EXAM IS VT-2 a LEAK TEST & VT-1 a HYDRO TEST RHE-X12 IRS OUT N0Z2LE INSIDE RADIUS SECTION B3.160 A7 VT-2
--- --YYY Y
B-D N
RR-2 11 VT-2 EACH SYST OR HYDRO TEST IN LIFU OF UTAND VT*1 EACH l
HYDRO TEST. INSULATION REMOVAL REQUIRED FOR VT 1.
l REllEF ALTERNATE EKAM IS VT-2 a LEAK TEST & VT-1 Q HYDRO TEST RHE-N4-IRS OUT N0ZZLE INSIDE RADIUS SECTION B5.160 A-7 VT 2 Y ---YYY Y
BD N
PR 2-11 VT-2 EACH SYST. OR HYDRO TEST IN LIEU OF UT AND VT-1 EACH HYDRO TEST. INSULATION REMOVAL REQUIRED FOR VT-1.
RELIEF ALTERNATE EKAM IS VT-2 a LEAK TEST & VT-1 S HYDRO TEST RHE-NS-!RS INLET N0ZZLE INSIDE R ADIUS SECTION 83.160 A-7 VT-2
YYY Y
B-D N
RR-2-11 VT 2 EACH SYST. OR HYDRO TEST IN LIEU OF UT & VT 1 EACH HYDRO TEST. INSULATION REMOVAL REQUIRED FOR VT-1.
RELIEF ALTERNATE EXAM IS VT-2 9 LEAK TEST & VT-1 G HYDRO TEST RHE-%8 IRS DUT N02ZLE INSIDE RADIUS SECTION B3.160 A-7 VT-2
---Y-YYY Y
BD N
RR-211 VT-2 EACH SYST. OR HYDRO TEST IN LIEU OF UT & VT-1 EACH HYDRO TEST. INSULATION REMOVAL REQUIRED FOR VT 1.
RELIEF ALTERNATE EKAM 13 VT-2 9 LEAK TEST & VT-19 HYDRO TEST
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WISCONSIN ELECTRIC POWER COMPANY Po!NT BEACH NUCLEAR PLANT, UNIT 2 Pega No.
2 231 WEST MICHIGAN AVENUE 6610 NUCLEAR ROAD 02/10/93 MILWAUKEE, WISCONSIN 53201 TWO RIVERS, WISCONSIN 54241 DOCKET No. 50-301 l
COMMERCIAL SERVICE DATE: 10/01/72 l
PRESSURE TEST AREA ITEM FIGURE NETH00 DUTAGE SUM. SHEET REMARKS CAT CAL BLOCK 123456789 10 INDICATION l
RHE-49-IRS INLET N0ZZLE INSIDE RADIUS SECTION 83.160 A-7 VT-2
- --Y-YYY Y
BD N
RR-2-11 VT 2 EACH SYST. OR HYDRO TEST IN LIEU OF UT AND VT-1 EACH HYDRO TEST. INSULAtl0N REMOVAL REQUIRED FOR VT 1.
RELIEF ALTERNATE EXAM IS VT-2 S LEAK TEST & VT-1 9 HYDRO TEST COMPONENT: SYSTEM PRESSURE TESTS PRESSURE RETAINING PIPING COMPONENTS 815.50 VT-2/LT YYYYYY-YY Y BP N
TO BE PERFORMED BY WEPCO DURING SYSTEM LEAKAGE TEST.
HYDRO IN LIEU OF LEAK TEST IN OUTT (U2R15) IT-235 l
PRESSURE RETAINING PRZ COMPONENTS B15.20 VT-2/LT YYYYYY YY Y BP N
TO BF PERFORMED BY WEPCO DURING SYSTEM LEAKAGE TEST.
HYDRO IN LIEU OF LEAK TEST 14 OUTT (U2R15) li-235 PRESSURE RETAINING PUMP COMPONENTS B15.60 VT-2/LT YYYYYY-YY Y B-P N
To BE PERFDRMED BY WEPCO DURING SYSTEM LEAKAGE TEST.
HYDRO IN LIEU OF LEAK TEST IN DUT7 (U2R15) IT-235 PRESSURE RETAINING RHE COMPONENTS B15.40 VT-2/LT YYYYYY-YY Y B-P N
TO BE PERFORM D BY WEPCO DURING SYSTEM LEAKAGE TEST.
HYDRO IN LIEU OF LEAK TEST IN OUTT (U2R15) 1T-235 PRESSURE RETAINING RPV COMPONENTS 815.10 VT-2/LT YYYYYY YY Y BP N
TO BE PERFORMED BY WEPCO DURING SYSTEM LEAKAGE TEST.
HYDRO IN LIEU OF LEAK TEST IN OUT7 (U2R15)
PRESSURE RETAINING SG COMPONENTS B15.30 VT-2/LT YYYYYY-YY Y BP N
TO BE PERFORMED DURING PRIMARY SYSTEM LEAK TEST.
HYDRO IN LIEU OF LEAK TEST IN DUTT (U2R15) IT-235 PRESSURE RETAINING VALVE COMPONENTS 815.70 VT-2/LT YYYYYY-YY Y BP R
TO BE PERFORMED BY WEPCO DURING SYSTEM LEAKAGE TEST. ACCUMULATION OF BORIC ACIO AT PACKINGS AND BODY / BONNET JOIWYS.
HYDRO IN LIEU OF LEAK TEST IN OUTT (U2R15)
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Wisconsin Doctric Powrr Co.
231 West Michigan Avenue f
Milwaukee, WI 53201 Point Beach Nuclear Plant, Unit 2 6610 Nuclear Road i
Two Rivers.WI 54241 Docket 50$301 CorronercialService Date 10101172 3.0 ABSTRACT OF CONDITIONS NOTED AND CORRECTIVE MEASURES TAKEN t
3.1 Comnonent/ Weld Nondestructive examinations were performed by QTS, EBASCO, and PWA personnel. The nondestructive examinations utilized VT, PT, MT, and UT i
techniques. All the examinations were performed in accordance with written procedures that conform to the applicable sections of the ASME Boiler and Pressure Vessel Code. The following is a summary of the recorded indications found during the examinations and evaluated by PBNP personnel.
IDR 92U2 7P001, Class 3 Pipe Support, SW to 2HX15B-H50 Data Sheet No. 92U2750P006, Figure 308 Inspection revealed tiut the grout is cracked for 9.6" where the support contacts the floor. A previous walkdown as a result of NRC Bulletin 79-02 identified similar conditions, stress analysis 300023 Rev. O concluded that the support is inactive and 1
the allowable stress would not be exceeded. Three additional supports were inspected in accordance with the requirements ofIWF-2430 of ASME Section XI.
IDR 92U2 7P002, Class 2 Pipe Support, SIS-06-SI-2005-S250 Data Sheet No. 92U2750P007, Figure B-25 Inspection revealed the presence of rust in the vicinity of the pipe support and l
stainless steel pipe contact point. Further evaluation revealed there has been no degradation of the support material, therefore, the acceptance criteria ofIWF-2430 of ASME Section XI has not been violated.
IDR 92U2 7P003 - Cancelled IDR 92U2 7P004 - Cancelled IDR 92U2 7P005, Class 1 Pipe Hanger, RC-02-BP-2002-12PSSA-2 Data Sheet No. 92U2750P014, Figure A-14 1
Inspection revealed that there are no shims between the stainless steel pipe and the carbon steel U-clamp. This condition has existed since construction. The environment that exists in the area of this support is not indusive to galvanic corrosion, thus degradation of the suppolt is not likely and it will perform as designed. Therefore, the acceptance criteria of IWF-3410 is not violated and the operability of the component is not affected.
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Wisconoin Electric Power Co.
231 West Michigan Avenue l
Milwaukee, wl 53201 Poird Beach Nuclear Plant. Unit 2 j
6610 Nuclear Rond Two Rivers, WI $4241 Docket 50 301 ConunercialService Date 10/01/72 1
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IDR 92U2 7P006, Class 1 Pipe Hanger, RC-02-BP-2001-12PSSB-1 d
Data Sheet No. 92U2750P030, Figure A-44 l
Inspection revealed that there are no shims between the stainless steel pipe and the carbon steel U-clamp. This condition has existed since construction. The environment that exists in the area of this support is not indusive to galvanic j
corrosion, thus degradation of the support is not likely and it will perform as j
designed. Therefore, the acceptance criteria of IWF-3410 is not violated and the operability of the component is not affected.
l IDR 92U2 7P007, Class 1 Pipe Hanger, RC-02-BP-2002-12PSSB-2 Data Sheet No. 92U2750P016, Figure A-44 l
i Inspection revealed that there are no shims between the stainless steel pipe and the l
carbon steel U-clamp. This condition has existed since construction. The l
environment that exists in the area of this support is not indusive to galvanic l
corrosion, thus degradation of the support is not likely and it will perform as j
designed. Therefore, the acceptance criteria of IWF-3410 is not violated and the operability of the component is not affected.
l IDR 92U2 7P008, Class 1 Pipe Hanger, RC-02-BP-2001-12PSSA-1 i
Data Sheet No. 92U2750P015, Figure A-44 i
Inspection revealed that there are no shims between the stainless steel pipe and the carbon steel U-clamp. This condition has existed since construction. The environment that exists in the area of this support is not indusive to galvame i
corrosion, thus degradation of the support is not likely and it will perform as l
designed. Therefore, the acceptance criteria of IWF-3410 is not violated and the operability of the component is not affected.
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l IDR 92U2 7P009, Class 1 Pipe Support, SIS-02-SI-2003-11-PHC l
Data Sheet No. 92U2750P031, Figure A-50 l
1 Inspection revealed that material had been removed from the support. The condition l
had not been documented. Condition Report CR 92-754 was initiated for NES to evaluate the operability of the support. The condition of the support was determined j
to be acceptable. The acceptance criteria of ASME Section XI, IWF-3410 is not l
violated.
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j-Wiecornin Dectric Power Co.
)
l 231 Weca Michigan Avenue I
- Milwaukee, WI 53201 Point Beach Nuclear Piara. Unit 2 6610 Nuclear Road Two Rivers, WI 54241 f
l DocLet 50 301 y
CommercialService Date 10/01n2 l
l i
i IDR 92U2 7P010, Class 1 Pipe Suppon, SIS-02-SI-2004-13-PHB Data Sheet No. 92U2750P009, Figure A-51 l
Inspection revealed that the baseplate is not flush with the wall and the studs do not have washers. Evaluation determined that the gap was due to inconsistencies in the concrete wall and have prevailed since construction. Evaluation determined that due to the fact that the span / depth ratio of the bolts between the wall and the plate is less than 8, the bolts are not subject to bending stresses, the bolts are subject to shear loads only. No evidence exists that washers were ever present on the studs, l
therefore, this condition must have prevailed since construction. The bolts are tight and show no evidence of loosening, therefore, the support is structurally sound and considered operable. The acceptance criteria of ASME Section XI, IWF-3410 is not violated.
l IDR 92U2 7P011, Class 1 Pipe Support, SIS-02-SI-2004-13-PHA l
Data Sheet No. 92U2 750P010, Figure A-51 j
r 1
Inspection revealed that the baseplate is not flush with the wall and the studs do not j
have washers. Evaluation determined that the gap was due to inconsistencies in the concrete wall and have prevailed since construction. Evaluation determined that due i
j to the fact that the span / depth ratio of the bolts between the wall and the plate is less than 8, the bolts are not subject to bending stresses, the bolts are subject to shear loads only. No evidence exists that washers were ever present on the studs, j
therefore, this condition must have prevailed since construction. The bolts are tight i
and show no evidence of loosening, therefore, the support is structurally sound and l
considered operable. The acceptance criteria of ASME Section XI, IWF-3410 is not l
violated.
I IDR 92U2 7P012, Class 1, Pipe Support, SlS-02-SI-2004-20-PHC Data Sheet No. 92U2750P0ll, Figure A-51 a
1 Inspection revealed that the baseplate is not flush with the wall and the studs do not have washers. Evaluation determined that the gap was due to inconsistencies in the concrete wall and have prevailed since construction. Evaluation determined that due j
to the fact that the span / depth ratio of the bolts between the wall and the plate is less than 8, the bolts are not subject to bending stresses, the bolts are subject to shear loads only. No evidence exists that washers were ever present on the studs, therefore, this condition must have prevailed since construction. The bolts are tight and show no evidence ofloosening, therefore, the support is structurally sound and
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considered operable. The acceptance criteria of ASME Section XI, IWF-3410 is not
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violated.
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Wiccomin Doctric Pooer Co.
231 West Michigan Avenue Milwaukee, WI $3201 Point Beach Nuclear Plant. Unit 2 i
6610 Nuclear Road Two Rivers. WI 54241 DocLet 50-301 CommercialService Date 10/01/72 i
IDR 92U2 7P013, Class 1, Pipe Hanger, RC-06-SI-2002-RC-26 Data Sheet No. 92U2750P046, Figure A-32 i
Inspection revealed that the baseplate is not flush with the wall. MWR 925575 was initiated to check and adjust the torque if necessary. The bolts did not turn when the specified torque was applied. Evaluation determined the gap was due to j
inconsistencies in the concrete wall. The condition has prevailed since construction, therefore, the support is structurally sound and considered operable. The acceptance criteria of ASME Section XI, IWF-3410 is not violated.
I IDR 92U2 7P014, Class 2 Pipe Support, AC-10-RHR-2006-R-41/S23 Data Sheet No. 92U2750P049, Figure B-14 Inspection revealed that four of eight tack welds that attach the bottom saddle to the i
pipe, were broken. Condition Report CR 92-685 was initiated for NES to evaluate the operability of the support. Evaluation concluded the remaining four tack welds were sufficient to make the support operable. MWR 925660 was initiated to repair
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i the broken tack welds. One additional support was inspected in accordance with the requirement ofIWF-2430 of ASME Section XI. The support has been scheduled for successive exams per IWF-2420 of ASME Section XI.
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IDR 92U2 7P015 - Cancelled l
i IDR 92U2 7P016 - Cancelled a
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IDR 92U2 7P017 - Cancelled IDR 92U2 7P018 - Cancelled i
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IDR 92U2 7P019-Cancelled i
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honoin Dectric Ftrwer Co.
231 West Michigan Avermac Milwaukee, WI $3201 Point Beach Nuclear Plant, Unit 2 6610 Nuclear Road Two Rivers, WI 54241 DocLet 50-301 ComrnercialService Date 10/01/72 IDR 92U2 7P020, Class 2 Pipe Hanger, AC-06-SI-2003-06-2H18 Data Sheet No. 92U2750P059, Figure B-22 Inspection revealed that the upper nut on the pipe clamp was loose. Evaluation determined the loose nut on the pipe clamp is not load bearing, the support rod is tight and no other support items are loose. The loose nut does not affect the operability of the support. MWR 925651 was initiated to tighten the loose nut. The surface of the support in the area the nut would contact the support if the nut was tight is painted. The consistency and pattern of the paint could not have been -
l achieved if the nut was tight. Therefore, it can be deduced that the nut has not been tight since construction and is not service induced. This condition violates the acceptance criteria of ASME Section XI, IWF-3410.
IDR 92U2 7P021, Class 1 Pipe Hanger, AC-10-AC-2001-AC-2/2-7017 Data Sheet No. 92U2750P071, Figure A-22 l
Inspection revealed that the lock nut on one of the spring cans does not have full thread engagement. This nut serves as a jam nut to prevent the load bearing nut from loosening. The thread engagement ye.sent is adequate to serve this purpose and does not affect the operability of the support. This condition does not violate the acceptance criteria of ASME Section XI, IWF-2410 is not violated. No further action is required.
3.2 Pressure Tests i
No reportable indications were observed.
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