williams q&a - request #24 - q18rfo15-iwe exam liner ...vt-il/ vt-ic / vt-brian gibson psc 3c...

I

Facility: CR3 CRYSTAL RIVER PLANT NUCLEAR

WR Origingtor: BATCH

Unit : 3 Project

W/O Type: PM TSK PRI: 3 W/O Dspln: N

nner : BAKERJ02 BAKER J D

Title E, SP0182, RB STRUCT INTEG TENDON SU

W/O Task Title: E,Q,OW, RB ASME XI IWE / IWL VISUALEXAMIS LINER / CONCRETE

Task Dspln N Due By: 09/01/06

I lIIIIII11111LI111111111111111111111III Ill

,Wnrk Order PAiknag

00681043 08

MASTER

Rpt : TIPMC11

Date: 11/21/07

A aASTe EPage:

%k61

_____________________________________________________________________________ '-aWork Order Tack Written To

Facility : CR3Equipment : PLAWork Item :

Equip. Tag: RB;PLA

Catalog ID:Name : CONTAII

Unit .3 Sys: MX PMT: N

RB Component:Eqt. List:

Alt: RB

Job Type: OW

Review Reqd: N

UCR: UTC :4MENT LINER PLATE

Location

CrewResource Type: PER

Cost Centr: 60723DNrcentage: 100.000

XM Proj

RB; RBPLA (LINER); RB,STU (STRUCTURE & DOME)

S Resource Code: QCON02

Acct No.

Network Reference:

Qty: 3 Duration:

00 20016571 W0401I

Nuelarldnfnrmatian

RWP Required : N Contain Closure : Doc Pkg A Mode:

Contain Integrity: Q Group : S QA Grade:Train Status : NCR

Wnrk Order Task Instruetinns

*************PROBLEM DESCRIPTION***"*** *****

THIS TASK WILL BE USED TO CAPTURE AND DOCUMENT THE VISUAL EXAMINATIONS OFREACTOR BUILDING CONCRETE CONTAINMENT AND LINER SURFACES.INSPECTIONS REQUIRED PER ASME XI, IWE (LINER) AND IWL (CONCRETE CONTAINMENT)

************WORK DESCRIPTION********* ***************

DOCUMENT INSPECTIONS PERFORMED AS DIRECTED BY PROGRESS ENERGY PROGRAM MANAGER

(RICK PORTMANN OR DESIGNEE).INSPECTIONS HAVE BEEN OR WILL BE BE PERFORMED IN ACCORDANCE WITH

NDEP-0620, "VT-i AND VT-3 VISUAL EXAMINATION OF ASME SECTION XI,

SUBSECTION IWE COMPONENTS OF NUCLEAR POWER PLANTS" AND/OR

NAP-02, PREPARATION AND CONTROL OF CR3 SITE SPECIFIC

ECIAL PROCESS SPECIFICATIONS AND GUIDELINES.

I

0112,

Facility: CR3 CRYSTAL RIVER PLANT NUCLEARWR OriginAtor: BATCHUnit 3 Project Wnrk Order Pasknse

W/O Type: PM TSK PRI: 3 W/O Dspln: Nanner : BAKERJ02 BAKER J D 00681043 08

Title : E, SP0182, RB STRUCT INTEG TENDON SUW/0 Task Title: E,QOW. RB ASME XI IWE / IWL VISUAL MASTER

EXAMIS LINER / CONCRETE Rpt : TIPMC11Task Dspln N Due By: 09/01/06 Date: 11/21/07iii 11111 1111111 lil i~lLii 111111 II

Page: 2

Rawark/Annrovai

Deficiency Tag No.: Loc: Tag Removed:ReWork Job : N Comments:

Task fuiirements

FAC. REG/REQ VALUE COMMENTS

CR3 ALARA NBR

CR3 ANI NOTIFY

R3 BREACH NA

3 CLEANCLASS NA3 CLR NBR NA

CR3 CLR REQ N

CR3 COMMITMENTCR3 DECON N

CR3 EQ N

CR3 FIRE PROT NA

CR3 ISI YES NIS-2 NOT REQ.

CR3 LCO

CR3 MAINT RULE MR

CR3 NDE REQ

CR3 QC N ISI INSPECTIONS OF RB

CR3 REAC MGMT

CR3 RET TO SER

CR3 RISK FACTR T2

CR3 RWP Y

,CR3 RWP NBRCR3 SECURITY NA

CR3 WELD DOC N

CR3 WORK RELCR3 WORKAROUND N

CR3 ZERO TOL NA EC60735

tStart Permission : Date: L/z.7

Facility: CR3 CRYSTAL RIVER PLANT NUCLEARWR Originator: BATCHUnit 3 Project Wnrk Ordpr Park.i,'

W/O Type: PM TSK PRI: 3 W/O Dspln: Nanner :BAKERJO2 BAKER J D 00681043 08

Title E, SP0182, RB STRUCT INTEG TENDON SUW/O Task Title: E,Q,OW, RB ASME XI IWE / IWL VISUAL MASTER

EXAMIS LINER / CONCRETE Rpt : TIPMCl1Task Dspln N Due By: 09/01/06 Date: 11/21/07Iliilliiii IIII I lll 111I1111 111111l lli II l

Page: 3

FailurelActino TakanIA@ Fnunamd _, r i

Failure Category Code (F/NF) /

Action Taken Category Code: y" SeAs Found Sub Category Code: (1-5) 4 A

Work Camplatian dnatur* 447

Te Function/Dept. Date

mments:

REwark Reasnnl/Catui(

CT COMPONENT FAILEDI W INCOMPLETE WORK FROM MAINTENANCE

REWORK

Date:

Comments:

QMm2altlan rammentc nn Woark Parformad

Completion Comments Required :

Comments: w F./- J. E

-- I T4 0 11-

I

Facility: CR3 CRYSTAL RIVER PLANT NUCLEARWR Origin4tor: BATCHUnit : 3 ProjectW/O Type: PM TSK PRI: 3 W/O Dspln: N

anner : BAKERJ02 BAKER J DTitle E, SP0182, RB STRUCT INTEG TENDON SU

Task Title: E,QOW, RB ASME XI IWE / IWL VISUALEXAMIS LINER / CONCRETE

Task Dspln : N Due By: 09/01/0611111ii11111i ll11l 11111l1 11li lli1i 1ill i1i11 li11 il11 ill

Wnrk Ordpr Pawkage

00681043 08

MASTERRpt : TIPMC11Date: 11/21/07

Page: 4

r~nmnIaticn rnmm~nts ion Wark PprfnrmMd

Completion Comments Required Y

Comments:

[Comments:

Continued on Additional Sheets? :

I ***** END OF REPORT *****I

Facility: CR3Unit. :. 3W/O Type: PM

SPlanner : KARGW/O Title

Task Title:

CRYSTAL RIVER PLANT NUCLEARProject :Priority: W/O Dspln: N

ED KARGEL D CE, SP0182, RB STRUCT INTEG TENDON SUE,Q,OW, RB ASME XI IWE / IWL VISUAL

EXAMIS LINER / CONCRETE

Wnrk Order Pngcip

00681043 08

Rpt : TIPMC1ADate: 11/21/2007

Written ToTask Dspln N Completed By:

k l111lllIIII[IILII iHIIIII 111111111I 111111ll IIPage: 1

PM R44m~d Tnrmnj

PM Early Date: 06/02/05 PM Late Date: 12/01/07PM Frequency Code: 5Y PM Frequency Days: 1825PMID-RQ: 00029859 01

Rafarnnr/gDS4'amant Information

Type/Subtyp: POM NUA Number: NAP02 Sheet:Title/Desc : PREPARATION AND CONTROL OF CR3 SITE SPECIFIC Image: NType/Subtyp: MGEN MAN Number: ISIIWE Sheet:

tle/Desc : INSERVICE INSPECTION PROGRAM/CONTAINMENT INSPECTI Image: N

e/Subtyp: MGEN PRO Number: NDEP-0620 Sheet:Title/Desc : VT-i AND VT-3 VISUAL EXAMINATION OF ASME SECTION Image: N

"**** END OF REPORT ****

Procedure: NDEP-0620 Revision 2

Title: VT-r- AND VT-3 VISUAL EXAMINATION OF ASME SECT. XI IWE COMPONENTS OF NUCLEAR POWER PLANTS

Verified By Verified Current

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Procedure: NAP-02 Revision 2

Title: PREPARATION AND CONTROL OF CR3 SITE SPECIFIC SPECIAL PROCESS SPECIFICATIONS AND GUIDELINES

Verified By

74

Verified Current

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4Progress Energy

November 7, 2007

To: File

Subject: IWEIIWL Inspections

I have reviewed the visual NDE certifications for the below listed PSC and NICpersonnel and found them to be acceptable to perform VT-3/VT- I visual examinations ofASME Section XI, Sub-section IWE and IWL Components. In addition, it is understoodthat the NIC inspection personnel have satisfactorily demonstrated Remote VisualExamination Capability utilizing a previously approved CR3 qualified remotedemonstration as witnessed by NIC's VT Level III on 1i/I/07.

Cer. EyeExpiration Exam

Personnel Company Ceodification Dates DateVT-IL/ VT-IC / VT-

Brian Gibson PSC 3C 8/10109 6/15/08Joseph H. LaTouche NIC VT, Level II 10/15/08 10/8/08Henry J. Brooks NIC VT, Level II 10/13/10 10/13/08Jason B. Sonnier NIC VT. Level II 10/13/10 10/13/08Lenus F. DuplechainIII NIC VT, Level II 10/13/10 10/13/08Bernard P. Komara NIC VT, Level III 5/22/12 5/23/08Chuck Bennett NIC VT, Level II 3/12109 2/14/08Marc Lablanc NIC VT. Level 11 2116/10 2/14/08Brian S. Kissack NIC VT. Level II 10/23/08 2/14/08

This memorandum constitutes the acceptance by the Responsible Engincer for ProgressEnergy.

(ý j A. Lesc

Design Engineering Structural

40 Prorans Energy Flaida, Inc.Crystal River Nucleaf Plant

15760W. Power Lire SueetCrystal veii. FL 34428

Component ID VT-3 Report No VT-1 Report No Summary No

RBCN-0001 VT-07-097 VT-07-201 L1.11.0001

RBCN-0002 VT-07-098 V'-07-118 L 1.11.0002

RBCN-0003 VT-07-099 VT-07-130 11.11.0003

RBCN-0003 Vr-07-131 VT-07-132 Li.11.0003

RBCN-0004 VT-07-100 L 1.11.0004

RBCN-0005 VT-07-101 VT-07-304 L1. 11.0005

RBCN-=006 VT-07-102 VT-07-203 L1.1 1.0006

RBCN-0007 VT-07-103 L1.1 1.0007

RBCN-0008 VT-07-104 VT-07-300 L1.11.0008

RBCN-0009 V'-07-105 VT-07-302 L1.11.0009

RBCN-0010 VT-07-106 VT-07-288 L1.11.0010

RBCN-001 I VT-07-107 V'-07-227 L1.11.0011

RBCN-0012 VT-07-108 VT-07-230 Li.11.0012

RBCN-0013 VW-7-0109 VT-07-229 L1.11.0013

RBCN-0014 VT-07-1 10 VT-07-228 LI.11.0014

RBCN-001 5 VT-07-111 VT-07-289 Li.11.0015

RBCN-0016 (Buttress 1 toButtress 2) VT-07-112 L1.11.0016



RBCN-0016 (Buttress 4 toButtress 5) VT-.07-115 VT-07-165 L1.11.0019

RBCN-0016 (Buttress 5 toButtress 6) VT-07-116 .... _11.11.0020

RBCN-0016 (Buttress 6 tolButtress 1) VT-07-117 ......... L1.11.0021

11 ec e fr.) 56 7, .: tm, 2 1 CC I ?,, IC

11/27/2007 14:26 3525634921 CAL LAB PAGE 01/63

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Cttg~&Rao EVRNA DAM4AGED (11 1WONROUrrI)B mi't (U).CYCLE' 24 SPECAL CITIFCAT; (K)...m .. UNCTIONAL ammCK (w).

REERPICAMONt )MANLWACTURs cEat. (x)_UNEW EKUpM.,r N_.. CANNOT LOCATE () 1,Cai•.,0 Imn~oj: 004253

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`*CALrfRATION LAB USE ONLY**

CAEALP- (1) OIJTOP-TOLERANCE(0CALIDRA~h PER(T) ADIUSThIEI4 RZUIASD__(A

PUNC71OJAL CIBCX pE1It (w) RIPAIR REQUMED 5

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Osc: .w -oI.-. _ __ Jos e HOURS , _ _ J3C :

resr •T' CAL DATE 4 .'0ESTr4-AS MfrE JAT0 i COWM M0

- -MtIS No: NOINEA_______a Loa •Aatl 001A

DA*^: __-____-O_

CALIBRATION DATA SHEETSecondary Standards Lab

CI-04-2S9 Page I of I

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S1T INS7lIWtMTO 10BE USED RiCALIBRATIOIN-._________

SUGGESTID ST~tMARD ACTUIAL STMOARD USED DUE DATE

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RAWAG INPUT/ONIPU1 COD4tl CODE !Mf TLEAANCE

FOOT CANOLES FOOT CAADIES FOOT ~anUs FOOT CAMJLES, FOOT C4AMLES

a01oso 25 S____ 21/29

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A gCALIASED rfW: DAMT!:a

APPRGVED 64.d-.ATE b -0-18 - Ot6 REVISION.-0

CATE09/11/99

i

Site/Unit: CR3

Summary No.. LI.'

Visual Examination of IWL (VT-3C)

3

11.0001

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFO15-WE

Report No.: VT-07.097

Page: 1 of 3Workscope: 'SI1

Code: ASME 1992 Ed. Thru 92 Ad. CatJlltem: L-A/L1.11 Location: EL- 95' to EL. 119'

Drawing No.: S-425-001 Description: Concrete Surface

System ID: Concrete Containment

Component ID: RBCN-0001

Limitations: EXAMINED ALL ACCESSIBLE AREAS

Resolution: 1/10th of an inch Surface Condition: As Found

Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight

Inspected From: Outside Containment (G Gallery/Pits C) Both 0

Light Meter Mfg.: GE LightingL Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In r 0900 1 1145 / 1300 Cal Out 1600

Visual Examination: Direct/Remote

Vent System Or Containment Surfaces

Coated Areas .X. Non-Coated Areas SX.SeeSe

Accept Reject N/A Comments Accept Reject N/A Comments

i) Spalling ., - - - 12) Reinforcing Bar Corrosion J - -

2) Cracking - l - 13) Rust Bleeding .L 1 -

3) Delaminations X - - 14) Tendon Surface Cracking X - -

4) Honeycomb X - - 15) Efflorescense . - -

5) Water In Leakage X - - 1 16) Cosmetic Patch Bond - -

6) Chemical Leaching L - - - 17) Voids . - ! -

7) Popouts - X - - 18) Erosion X - 1

8) Deflection X - - - 19) Pitting X - - -

9) Staining I . i 20) Abrasion I - -

10) Discoloration - - 1 21) Segregation . 1

11) Vibration Damage X - - 22) Other K. -

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AMD MEMO FROM P.E. DATED 9/4/01. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS NOTED. SEE SUPPLEMENTAL REPORT.

Results: Accept C] Reject 0 Eval [Z j/CI9 cQ56,10Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level u Signature Date Reviewer Signature DateLeBlanc, Marc J. ,•- C. 10/30/2007 Joe Lese, PE

Examiner Level II nat Date Site Review DateDuplechain, Lenus F. - /30/2007 Rick Poitrnann tOther Level N/A Signature Date ANII Review ateN/A Tom Wyatt, ANII b

I V

d~ NuciestGceoaiamoGrmug

Supplemental Report

Report No.: VT-07-097

Page: 2 of 3

Summary No.: L1.1l.00l1

Examiner: LeBlanc, Marc J. ol. Level: II Reviewer Joe Lese, PE

Examiner: Duplechaln, Lenus F. 1149 Level: II Site Review: Rick Portmann '.•(p /.

Other: N/A Level: N/A ANII Review:. Tom Wyatt, ANII

Date:

Date:

Date:

Comments:

ITEM # 1 (REFERENCE PAGE 1, CONDITION 9) - RUST STAIN 25- X 4" (SEE VT-'IC REPORT VT-07-201).

ITEM # 2 (REFERENCE PAGE 1, CONDITION 10) - GREASE AND RUST STAIN 17' X 3" (SEE VT-1C REPORT VT-07-201).

ITEM # 3 (REFERENCE PAGE 1, CONDrnON 7) - POPOUT, 2 1/2- X 2 1/2 X 1 (SEE VT-1lC REPORT VT-07-201).

ITEM # 4 (REFERENCE PAGE 1, CONDITION 10) - GREASE LEAK ON SIDE OF BUTRESS #6 FROM TENDONS RUST STAIN 25'X 4" (SEE VT-lrC REPORT Vr.07-201).

NUC46- e Supplemental Rep

Summary No.: LI.11.0001

Sketch or Photo: L:\EngInoodng\Tech ServicesIS IWE & IWL\Photos\2O7 RIS IWL Pholos\VT-07-097.jpg

ortReport No.: VT-07.097

Page: 3 of 3

uVis6ercraion

Site/Unit: CR3 3

Summary No.: Li.11.0001

Workscope: ISI

ual Examination of IWL (VT-iC)

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFO15-4WE


Page: 1 of 3

Code* ASME 1992 Ed. Thru 92 Ad. Cat./ttem: L-A/L1..11 Location: EL 95' to EL 119'





Resolution: 0.044" Character Card Surface Condition: As Found

Visual Equipment/Aids: 1/10" & 1/32" SCALE, FLASHUGHT, TAPE MEASURE & SPOTLIGHT

hiispected From: Outside Containment (j) Gallery/Pits ) Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (11-3375) Illumination: > 200ftc

Light Verification Times: Cal In R] 0900 I 1145 / 1300 Cal Out [ 1600

Visual Examination: Direct


Coated Areas X. Non-Coated Areas X.See See

Accept Reject N/A Comments Accept Reject WA Comments

1) Spalling X - X 12) Reinforcing Bar Corrosion - - X

2) Cracking - - X. 13) Rust Bleeding 1 - .x.3) Delaminations X . - 14) Tendon Surface Cracking - I X

4) Honeycomb X . - 15) Efflorescense - - X -

5) Water In Leakage - X - 16) Cosmetic Patch Bond - .. -

6) Chemical Leaching - - K 17) Voids - - X7) Popouls X - - K 18) Erosion X -

8) Deflection -X - 19) Pilling ! -

9) Staining - - - X 20) Abrasion - - . -

10) Discoloration - - - 21) Segregation - - . -

11) Vibration Damage - - X - 22) Other - - . -

Comments:SEE SUPPLEMENTAL REPORT

Results: Accept ri Reject [3 Eval E- ,CPa o•,5"0/

Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Nudgr Supplemental ReportGenerabonGrou

Report No.: Vr-07-201

Page: 2 of 3

Summary No.: LI .11.0001

Examiner: LeBlanc, Marc J. 1 Level: I1 Reviewer: Joe Lese, PE Date: %.14. 0Examiner: Duplechain, Lenus F. .-. Level: II Site Review: Rick Portmann Date:

Other~ N/A Level: N/A ANII Review: To Wyatt, ANII D Da te: I/ 9/ZV7

Comments:

ITEM # 1 (REFERENCE PAGE 1. CONDITION 9) - APPROXIMATE ELEVATION 119', APPROXIMATE AZMUTH 190, 25' X 4- RUSTSTAIN (SEE VT-3C REPORT Vt-07-097) VT-1C DETERMINED STAIN WAS DUE TO PREVIOUS SPILLAGE, NO DEGRADATIONTO CONCRETE.

ITEM # 2 (REFERENCE PAGE 1, CONDITION 10) - APPROXIMATE ELEVATION 119', APPROXIMATE AZMUTH 235", 17' X 3"GREASE AND RUST STAIN (SEE VT-3C REPORT VT-O7197) VT-IC DETERMINED DISCOLORATION WAS GREASE/RUST, NODEGRADATION TO CONCRETE.

ITEM # 3 (REFERENCE PAGE 1, CONDITION 7)- APPROXIMATE ELEVATION 102', APPROXIMATE AZMUTH 245', POPOUT, 21/2" X 2 1/2- X I ". (SEE VT-3C REPORT VT-07-097)

ITEM # 4 (REFERENCE PAGE 1, CONDITION 10) - APPROXIMATE ELEVATION 118', APPROXIMATE AZMUTH 295", VT-ICDETERMINED DISCOLORATION WAS OIL/GREASE (SEE VT-3C REPORT VT-07497) DUE TO COVER LEAKAGE/PREVIOUSSPILLAGE, NO DEGRADATION TO CONCRETE.

a•, i Supplemental Rep

Group

Summary No.: L1.11.0001

Sketch or Photo: L:AEngineertng\Tech SeMcOsUlSI IWE & IWL\Photos\2007 R15 IWL Photos\VT-O7-201.jpg

ortReport No.:

Page:

VT-07-201

3 of 3

Nuclea Vis~Geterao•Group

Site/Unit: CR3 I 3


Workscope: IS11

ual Examination of IWL (VT-3C)

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem" L-AIL1.11 Location: EL 95' to EL 119'



Component ID: RBCN.0002


Resolution: 11l0th of an Inch Surface Condition: As Found

Visual Equipment/lAds: Flashlight, 6' Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Outside Containment @ Galtery/Pits 0 Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 Cr3375) Illumination: >200ftc

Light Verification Times: Cal In 0 0915 I 1205 I 1330 Cal Out F6 1645



Coated Areas Xs Non-Coated Areas .X.See See


1) Spalling . - - 12) Reinforcing Bar Corrosion ,X - -

2) Cracking - - 13) Rust Bleeding X - -

3) Delaminations XL - - 14) Tendon Surface Cracking . - -

4) Honeycomb X - - 15) Efflorescense . - -

5) Water In Leakage .L - - 16) Cosmetic Patch Bond X - -

6) Chemical Leaching X - - - 17) Voids - .L - -

7) Popouts X 18) Erosion X 1 - -

8) Deflection - X - 19) Pitting X - -

9) Staining - X - - 20) Abrasion X i -

10) Disocoloration -- -21) Segregation X11) Vibration Damage X - - - 22) Other l l -

Comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 94101. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDIONS NOTED (SEE SUPPLEMENTAL REPORT)

Results: Accept [] Reject Li Eval W _ __ ___ ___5_ _,_

Percent Of Coverage Obtained > 90%: NIA Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer Sig ture DateKomara, Bernard P. d,, Z. ... 10/31/2007 Joe Lowe, PE - l~4)Examiner Level ii ature Date Site Review r Date,Sonnier, Jason B •.. 10131/2007 Rick Portmann

an S. s.re Date 1 ANtI ReviewKismack, Bria L .e 10131/200 Tom Wyatt, ANtII i

~gj~bNuclearGema~

do0 ru

Supplemental Report


Page: 2 of 2

Summary No.. L1.11.0002

Examiner Komara, Bemnard P. RP/e' Level

Examiner: Sonniler, Jason B. J7"YJ Level

Other. KIssack, Brian S. '"4_ Level

III

U

II

Reviewer Joe Lese, PE

SteoReview: RickPoemann

ANII Review: Tom WyattANtI

Date: ____'°_

Date:

Date:M- w

Comments:

TEM# 1: (REFERENCE PAGE 1 -CONDITION 17): 8" LX4" W X 1/4" D- VOID AREA (SEE VT-iC REPORT VT-07-118)

ITEM # 2: (REFERENCE PAGE 1 - CONDITION 10): 14" L X 24" W - DISCOLORATION AREA (SEE VT-lC REPORT VT-07-1 18)

ITEM # 3: (REFERENCE PAGE 1 - CONDmON 09): 14" L X 24" - STAINING AREA (SEE VT-lC REPORT VT-07-1 18)

ITEM # 4: (REFERENCE PAGE 1 - CONDITION 08): 8" L X 4" W X 1" D - DEFLECTION AREA (SEE VT-i C REPORT VT-07-118)

Nuclear VisGenerabonGroup

Site/Unit: CR3 1 3


Workscope: ISl

ual Examination of IWL (VT-IC)

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2


Report No.: VT-07-1 18

Page: 1 of 5

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem: L-AJL1.11 Location: EL 95' to EL 119'





Resolution; 0.044" Character Card Surface Condition: As Found

Visual Equipment/Aids: 1110" & 1/32" SCALE, FLASHUGHT, TAPEMEASURE & SPOTLIGHT

Inspected From: Outside Containment (C) Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Ughtlng Serial No.: 0699 ("1-3375) Illumination: >200ftt

Light Verification Times: Cal In R] 0915 I 1205 I 1330 Cal Out W 1645



Coated Areas .X. Non-Coated Areas XSeSee See.


1) Spailing I - 12) Reinforcing Bar Corrosion - - -

2) Cracking -L - 13) Rust Bleeding - - -

3) Delaminations - - X 14) Tendon Surface Cracking X - . -

4) Honeycomb - - - 15) Efflorescense X - -

5) Water In Leakage - - . 16) Cosmetic Patch Bond X

6) Chemical Leaching 1 - - 17) Voids I.

7) Popouts - - K. - 18) Erosion - - X

8) Deflection 1 - -) Pitting X - .9) Staining - - - .. 20) Abrasion - - . -

10) Discoloration - - - X 21) Segregation - - X

11) Vibration Damage - - K. - 22) Other KComments:SEE SUPPLEMENTAL REPORT

Results: Accept j] Reject j) Evat ) vZ •'64'/O


Examiner Level III Signature Date Reviewer Signat8 DateKomara, BernardP. . 10/31/2007 Joe Lose, PE A - k.•.o0

Examiner Level II Sign ure Date Site Review DateSonnler,,Jason B. ,-10/31/2007 Rick PotmannKi t Level ".rf..re Date ANII Review Date

Kissacii, Brian S. -1013112007 Torn Wyatt, ANII

~h NudeasGanera~iorG~roup

Supplemental Report


Page: 2 of 5

Summarfay No.: 1-1.111.0002

Examiner Komara, Bernard P. 4'CExaminer. Sonnier, Jason B.

Other: Kissack, Brian S. 1

Level: III

Level: II

Level: II

Reviewer Joe Lose, PE

Site Review: Rick Portmann J. 7// ,ANlI Review: Tom Wyatt, ANII I

Ji•

Date: 1 ."Date:

Date:

Comments:

Item #1 (Reference Page 1 - Condition 17): Approximate Elevation 98°. Approximate Azimuth 345 Degrees. 8" L X 4" W X 1114" D void area. (See VT-3C Report 07-098).

Item #2 (Reference Page 1 - Condition 10): Approximate Elevation 119'. Approximate Azimuth 55 Degrees. 14' L X 24" W whilediscoloration area. (See VT-3C Report 07-098).VT-1C determined that discoloration was due to previous spillage. No degradation to concrete surface identified.

Item #3 (Reference Page 1 - Condition 09): Approximate Elevation 119'. Approximate Azimuth 05 Degrees. 14' L X 24" W darkstaining area. (See VT-3C Report 07-098).VT-1 C determined that discoloration was oil/grease due to tendon cover leakage/previous spillage. No degradation to concretesurface Identified. Note: this condition is typical for all buttress surfaces. RE: Photo L\Engineerdng\Tech Servioes'JSI iWE &IWLPhotosa007 R15 IWL Photos\VT-07-118-2.4pg.

Item #4 (Reference Page I - Condition 08): Approximate Elevation 99'. Approximate Azimuth 45 Degrees. 18" L X 4" W X 1" Ddeflection area. (See VT-3C Report 07-098). VT-1C determined that this condition Is probably due to form slippage during initialcOotruction. Tap testing indicated presence of sound concrete beyond 1" from the edge.RE: Photo L:-Englneering\Tech ServicesUSI IWE & IWLPhotose2007 RI5 IWL PhotosVT-07-118-3.jpg.

i D

Nu,•., Supplemental ReportGovp

Summery No.: L1.11.0002

Sketch or Photo: L:\Engineerfng\Tech Services'JSI IWE & IWL\Photos---OO? R15 IWL Photos\VT-07-118-2jpg

a-

0

0

CL

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Page: 3 of 5

Summaly

No.:

L1.11.000"2

NiudsarGunrteaton

Supplemental ReportReport No.: VT-07-118

Page: 4 of 5

Summary No.: UL.1.00

Sketch or Photo:

17-

r)

010*

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L:WEngInoeringXTech ServiceslJSI IWE & IWL~PhotosM2WO R15 IWL PhotoskVT-O7-118-3.jpg

Genera~jon~~ Grow4


Page: 5 of 5


Sketch or Photo: L:TEngineering\Tech Services'lSI IWE & IWLPhotosa2007 R15 IWL Photos\VT-07-118-1.jpg

A

Nucla, - VisiGeoura•oa~Group

Site/Unit: CR3 / 3


Workscope: ISI


Procedure: NAP-02

Procedure Rev.: 2

Work Order No.: 681043


Report No.: VT-074-M9

Page: 1 of 3

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Item: L-AIL11.11 Location: EL 95' to EL. 119'






Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Outside Containment @ Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200

Light Verification Times: Cal In F6 0915 / 1205 I 1330 Cal Out [] 1645



Coated Areas Js. Non-Coated Areas X.eSee See


1) Spating - - - 12) Reinforcing Bar Corrosion . - -

2) Cracking X - - - 13) Rust Bleeding * - -

3) Delaminations X - - - 14) Tendon Surface Cracking X - -

4) Honeycomb - 3. - - 15) Efflorescense X - -

5) Water In Leakage X - - - 16) Cosmetic Patch Bond X - -

6) Chemical Leaching X - - - 17) Voids X - -

7) Popouts - - - 18) Erosion 1 - -

8) Deflection - - 19) Pitting X - -

9) Staining - X - 20) Abrasionri - -

10) Discoloration - - - 21) Segregation .( - -

11) Vibration Damage 3 - - - 22) Other - - -

Comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS WERE NOTED (SEE SUPPLEMENTAL REPORT).

Results: Accept C] Reject ["J Eval 2 AMCR o5(.Oip

percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level II Signature Date Reviewer lure D"Komara, Bernard P. , V.w. 1010Mo007 Joe Lese, PE A tExaminer Level Si ture Date Site ReviewSigatt ure /DateSonniler, Jason B. • '•¢, - 10/31/2007 Rick Portmna~nn • 0,( -- t I Z_17

- Other Level Sgau ' Date IANIl ReviewKissack, Brian S. C% - 1 0/31r2007 Tom Wyatt, ANII

• v I" /I

NudcurGertrafiv.

SummaryNo.: L1.11.0003

Examiner. Kornara Bernard P.T•p

Examiner: Sonnier, Jason B. JB "

Other: Kissack, Brian S.

Supplemental Report


Page: 2 of 3

Level: lit

Level: II

Level: II

Reviewer- Joe Lose, PE Al

Site Review: Rick Portmann ,

ANtI Review: Tom Wyatt ANII ý -&

Date:

Date:

Comments:

item #1 (Reference Page 1 - Condition 22): Two (2) -24" L X V" Dia. threaded rods protruding. (See VT-IC Report VT-07-130)item #2 (Reference Page 1 - Condition 22): One (1) -V4" Dia. Braided grounding cable protruding. (See Vr-1 C Report V1-07-130)item #3 (Reference Page 1 - Condition 04): 6" L X 4" W X 1-1/4" Deep honeycombed area. (See VT-iC Report VT-07-130).Item #4 (Reference Page 1 - Condition 22): Multiple abandoned anchor and embedded wire locations. (See VT-i C Report VT-07-130)item #5 (Reference Page 1 - Condition 07): Four (4) popout locations. (See VT-I C Report VT-07-130).Item #6 (Reference Page 1 - Condition 22): Wood embedment In concrete. (See VT-IC Report VT-07-130).Item #7 (Reference Page 1 - Condition 09): Staining of concrete. (See Vr-lC Report VT-07-130).

(

Kuciir Supplemental RepoGaoup


Sketch or Photo: L:\Engineering\Tech Services'SI IWE & IWL\Photos\2O07 R15 IWL Photos•lBCN-OOO3.Jpg

Raed~ Nw.~

Page.

VT-07-9

3 of 3

Nu,-ar Visi

Site/Unit: CR3 I 3


Workscope: ISI


Procedure: NAP-02

Procedure Rev.: 2




Page: 1 of 6

Code: ASME 1992 Ed. Thin 92 Ad. CatJitem: L-A/LI .11 Location: EL 95' to EL 119,






Visual Equipment/Aids: 1/10" & 11W. SCALE, FLASHMGHT, TAPE MEASURE & SPOTLIGHT

Inspected From: Outside Containment () Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (T'-3375) Illumination: > 200ftc

Light Verification Times: Cal In l 0915 / 1205 / 1330 Cal Out J 1645



Coated Areas Se Non-Coated Areas , seSee See


1) Spalling X - . - 12) Reinforcing Bar Corrosion X . -

2) Cracking - - _ 13) Rust Bleeding - - -

3) Delaminations _ -X- K 14) Tendon Surface Cracking I .. -

4) Honeycomb - - - 15) Efflorescense -_ - ).

5) Water In Leakage -_ - 16) Cosmetic Patch Bond _ -

,6) Chemical Leaching X - - 17) Voids _

7) Popouts - -- A. 18) Erosion - - -

8) Deflection - - A - 19) Pitting - - ) -

9) Staining - - - X 20) Abrasion - - X -

10) Discoloration L - A - 21) Segregation - A. -

11) Vibration Damage _ -- X 22) Other - - - X


Results: Accept I] Reject [] Eval 0 A)CR .256p/0)Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level Ill ignature Date Reviewer nature DateBe1r P LA10/31/2007 Joe Lese, PE W1, 4 kI. -4

Examiner Level 11 Sign re Date Site Review ign ureteSonnler, Jason B. . / " =, 1041/2007 Rick Portmann 1 --7,.. 7Other Level S. -sign 1 0e / Date oI tII ReviewKissadk Brian s.q _".• /•rm~7Tmwat N

ture Date

1" h 7 A -., -4 40- .4

'IV,-I

NudearGesa~ionGroUP

Supplemental Report


Page: 2 of 6

Summary No.: L1.11.0003Exminer: Komaas. Bernard, P. I/I'/l Level: III

Examiner. Sonnier, Jason B. .J"/.S Level: II

Other: Kissack, Brian S. Level: II

Reviewerw Joe Lese, PE

Site Review: Rick Portmann

ANII Review. Tom Wyatt, ANN1_

Date: %, - b')

Date:

Date:

Comments:

Item #1 (Reference Page 1 - Condition 22): Approximate Elevation 117r. Approximate Azimuth 80 Degrees. Two (2) -24" L X ¾"Diameter. threaded rods protruding. (See VT-3C Report VT-07-099). VT-1C determined light corrosion of rods and nodegradation to concrete surface.

Item #2 (Reference Page 1 - Condition 22): Approximate Elevation 117'. Approximate Azimuth 100 Degrees. One (1) -%" Dia.Braided grounding cable protruding. (See VT-3C Report VT-07-099). VT-IC determined no degradation to concrete surface.

Item #4 (Reference Page I -Condition 22): Approximate Elevation 117'. Approximate Azimuth 140 Degrees. Multipleabandoned anchor and embedded wire locations. (See VT-3C Report VT-07-099). VT-1C determined that there is no ruststaining or additional degradation to the concrete surface.

Item 85 (Reference Page 1 - Condition 07): Approximate Elevation 117'. Approximate Azimuth 150 Degrees. Four (4) popoutlocations each - 3" Diameter and - V" Deep. (See VT-3C Report VT-07-099). VT-IC determined that these popouts probablyresulted from extraction of embedded anchors. No rust staining or exposed rebar was identified In these areas.

Item #6 (Reference Page 1 - Condition 22): Approximate Elevation 105'. Approximate Azimuth 120 Degrees. 18" L X ," Wwood embedment in concrete. Located at center vertical joint of Buttress #3. (See VT-3C Report VT-07-M99). VT-I C determinedthat this condition resulted from failure to totally remove a forming strip during construction. No concrete degradation wasidentified.

c~j~ NudearGeneraior

d~o* Giup


Page: 3 of 6


Examiner Komara, Bernard P.

Examiner: Sonnier, Jason B.


--- m

rg)4 Level: III Reviewer: Joe Lose, PE

Level: II Site Review: Rick Portmann

Level: I1 ANII Review: Tom Wyatt, ANII

% LQr -YXýWv

Date: .

Date: j//' ?

Date:• v

Comments: Kem #3 (Reference Page 1 - Condition 04): Approximate Elevation 114'. Approximate Azimuth 110Degrees. 6" L X 4" W X 1-114" Deep honeycombed area. (See VT-3C Report VT-07-099). VT-1C determinedthat there Is no rust staining, exposed rebar, or additional degradation to the concrete surface Identified.

Sketch orf Photo: L'.ngmneenn\Tech Serces'SI IWE & IWL\Ph1otos'2OO7 Rt5 IW. Photos\VT-07-i30D-.jpg

AdOO AIlIV"O tdOOd

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Examiner Sonn Bernard P.

Examiner: Soinnier. Jason S. 3

Other: Kissack, Brian S. X

Supplemental ReportReport No.: Vi-07-130

Page: 4 of 6

Level: III

Level: II

Level: i1

Reviewer: Joe Lese, PE _A0

Site Review: Rick Portmann ',-J, jo.

ANII Review. Tom Wyat. ANIIa- v-

Date: 0,1140,61

Date: 11/2(7

Date: 1Z

Comments: Item #7 (Reference Page I -Condition 09): Approximate Elevation 100'. Approximate Azimuth 150Degrees. Staining of concrete. (See VT-3C Report VT-07-099). VT-'iC determined that a 10' L crack (<.040")exists and that a fluid suspected to be grease or oil is seeping from the crack. Paint has partiallydelaminated at this location. The substance was wiped off and re-emerged. There is a small puddle of thefluid on the floor at this location.

Sketch or Photo: L.Engineenng\Tech ServieslSI IWE & IWLýPhotos•2007 R1S IWL Photos\VT-07-130-2.jpg

"000

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-0-<

(~ NuclearGenterazioGMUP

Supplemental Report


Page: 5 of 6


Examiner. Komara, Bernard P.



Level: IlI

Level: il

Level: II

Reviewer: Joe Lose, PE

Site Review: Rick Potimann

ANII Review: Tom Wyatt, ANII

'404f&Me

71111

Date: tj.t*.'7)

Date:

Date: ,/~f'

Comments: PHOTOS ASSOCIATED WITH ITEM 07.

Sketch or Photo: L:\EngtneertrngTech Swtvces\ISI IWE & WL\Pholos\20O7 RIBIWI Photos\VT-07-13D-3.jpg

LA~ng~neen~ng\Twch SoivlcesMlS1 IWE & IWL\Photos'\2007 R15 IWL PhotoskVT-07-130.4.jpg

-00

0

-4

00

enuora Supplemental Report Report No.: VT-07-130G:o Page: 6 of 6


Sketch or Photo: L:\Englnsedng\Tech ServlcesUSi IWE & IWL\Photos\20O7 R15 IWL Photos\RBCNOO3.jPg

-OR .ONTAL TNDON "6

•'t'tA'lE'€•,•l •" NUCLEAR SERVICE

COOLING WATER AREA,aUILQING AUXILIARY

I BUILDING

(Nudea, VisiGefeation

Site/Unit: CR3 3


Workscope: Is[


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: I of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat.ltem: L-AA.1.11 Location: EL 95' to EL 119'




Limitations: (BELOW 95') EXAMINED ALL ACCESSIBLE AREAS

Resolution: 1/10th at an Inch Surface Condition: As Found

Visual Equipment/Aids: Flashliglht, 6" Scale, Tape Measure, Spotlight.

Inspected From: Outside Containment 0 Gallery/Pits 0 Both @Light Meter Mfg.: GE Ughting Serial No.: 0699 gTI-3375) Illumination: > 200ftc

Light Velification limes: Cal In 0920 I N/A N/A Cal Out 1150



Coated Areas - Non-Coated Areas X.See See

Accept Reject MA Comments Accept Reject WA Comments

1) Spailing X - - - 12) Reinfordng Bar Corrosion - - IX -

2) Cracking XK - - - 13) Rust Bleeding - - JL. -

3) Delaminations .I - - - 14) Tendon Surface Cracking - - 1 -

4) Honeycomb . - - - 15) Efflorescense - - - .5) Water In Leakage X -- - 16) Cosmetic Patch Bond - - -

6) Chemical Leaching X - - - 17) Voids I. -

7) Popouts L - - - 18) Erosion - - -

8) Deflection ,!( - - 19) Pitting - - X

9) Staining X. - - - 20) Abrasion - - L -

10) Discoloration X - - - 21) Segregation - - -

11) Vibration Damage I - - - 22) Other - - - X

Comments:RECORDING CRITERIA PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 914MIn. PREVIOUS DATA VERIFIED

AND NO CHANGES NOTED. SEE SUPPLEMENTAL REPORT FOR ADDITIONAL INFORMATION.

Results: Accept E0 Reject [' Eval [Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level ISignature Date Reviewer Signature DateKomara, Bernard P. I/?.. 1115/2007 Joe Lese, PE Q.Examiner Level WA Signature Date Site Review nat e DateN/A Rick Portmann (" It il

";Other Level N/A Signature Date ANIC Review ignal re DateN/A Tom Wyatt, ANII

/

NudearGa1103'of

Supplemental Report


Page: 2 of 2


Examiner. Komnam, Bernard P. M/l Level

Examiner N/A Level

Other N/A Level

WA

N/A

Reviewer: Joe Le, PE


ANII Review: Tom Wyatt, ANII 79-.f

Date: %• . 6-c?Date:

Date: ,,/27kz

Comments:

THE S-425-XXX SERIES DRAWINGS DO NOT CONTAIN A DRAWING FOR THE TENDON GALLERY CEILING WHICH IS WITHINTHE IWL BOUNDARY (ELEVATION BELOW 93', IIAB. IN ADDITION, THERE IS NOT AN ITEM IN IDDEAL TO TRACK THISAREA FOR REQUIRED EXAMS.

Nuda Visual Examination of IWL (VT-3C)Gefwsa~w

Site/Unit: CR3 / 3 Procedure: NAP-02 Outago No.: RFO154WE

Summary No.: Li.11.0004 Procedure Rev.: 2 Report No.: VT-07-100

Workscope: ISI Work Order No.: 681043 Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatAtom: L-AAL1.11 Location: EL I19' to EL 143





Resolution: 1/10th of an Inch Surface Condition: As Found

Visual Equipment/Aids: Flashlight, 6' Scale, Binoculars, Tape Measure, Spottliht.

Inspected From: Outside Containment (® Gallery/Pits Q Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Ughl Verification Times: Cal In 0 0900 1 1145 1 1300 Cal Out 1600



Coated Areas jX e Non-Coated Areas .X.


1) Spalling - - - 12) Reinforcing Bar Corrosion .X - -

2) Cracking - - 13) Rust Bleeding X - -

3) Delaminalions - - - 14) Tendon Surface Cracking X - -

4) Honeycomb X. 1 - - 15) Efflorescense X -

5) Water In Leakage X - - - 16) Cosmetic Patch Bond X -

6) Chemical Leaching .X - - 17) Voids X -

7) Popouts X - - t8) Erosion . - -

8) Deflection A. - - - 19) Pitting -X- -

9) Staining X. -L - 20) Abrasion X - -

i0) Discoloration - - - 21) Segregation . - -

11) Vibration Damage X. -L - 22) Other JL

Comments:

RECORDING CRITrERIA PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 914/01. PREVIOUS DATA WASVERIFIED AND NO CHANGES WERE NOTED.

Results: Accept W Reject (] Eval []

Percent Of Coverage Obtained > 90%: MIA Reviewed Previous Data: Yes

Examiner Level 1I Signature Date Reviewer S' V. u DateLe~lanc, Marc J. . og o 110/3000 'Joe Loem, PE .•• .e'

Examiner Level It gnt Date Site Review Dl-uplechain, Lenus F. 1013042007 Rick Portmann 7 /07

,'Other Level WA Signature Date TANII Review ignaur " Date

Nuciu Supplemental Rep~~General'1


Sketch or Photo: L:\Enginering\Tech ServlcesXISI IWE & IWLPhotos'207 RIS IWL Photos\VT-07-100.jpg

ortReport No.: VT-07-1 00

Page: 2 of 2

NVisual Examination of IWL (VT-3C)Genefa'ofl

Site/Unit: CR3 i 3 Procedure: NAP-02 Outage No.: RFO15-4WE


Workscope: ISI Work Order No.: 681043 Pago: 1 of 3

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem: L-AAL1.11 Location: EL 119' to EL 129'

Drawing No.: S-425-002 Description: Concrete Surface; Only accessible via fuel transfer tube inspec





Visual EquipmentiAids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.



Light Verification Times: Cal In g 0745 / N/A W N/A Cal Out [] 1030



Coated Areas X Non-Coaled Areas KXSSee See


1) Spalling X - - - 12) Reinlorcing Bar Corrosion X - - -

2) Cracking X - - 13) Rust Bleeding X - -


4) Honeycomb X - - 15) Efflorescense X - -

5) Water In Leakage X 1 16) Cosmetic Patch Bond X - -

6) Chemical Leaching X - - 17) Voids - -

7) Popouts I - 18) Erosion X - - -

8) Deflection X - - 19) Pitting X - -

9) Staining - - - 20) Abrasion X - -

10) Discoloration .. - - - 21) Segregation X - -

11) Vibration Damage X - - - 22) Other - - X

Comments:

RECORDING CRITERIA PER APPUCABLE PROCEDURES AND MEMO FROM P.E. DATED 9/4/01. THE FOLLOWINGCHANGES TO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)

Results: Accept C] Reject .-I Eval R /Ad/? KhowoPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Levol Ill Signature Date Reviewer Date

Komara, Bemard P. I•"J ' -=4%,J, 11/2,/2007 Joe Lese, PE

Examiner Level 11 %nature Date Site Review f 0 te

Sonnler, Jason B. 11/2/2007 Rick Portmann X ) /2=

Other Level II .S ture Date ANII Review igna"ture / Date

Ki' ssack, Brian S. I- 11/2/07 Tom Wyatt1 ANtII&AI r "

'~ NuclearGeneratio

Supplemental Report

Report No.:

Page:

Summary No.: LU.11.0005

Examiner. Komara, Bernard P. A/IZ Level

Examiner Sonnier, Jason B..JC. Level

Other Kissack, Brian S. Level

I: III

I: Ii

I: II

Reviewer: JoeLesePE A.Site Review: Rick Portmann ]-ý ?F

ANII Review: Tom Wyatt, ANII N /

VT-07-101

2 of 3

Date: 0.7•..L")Date: /,/

Comments:

Item #1 (Reference Page I - Condition 09): Staining. (See VT-1 C Report VT-07-304).

(~~ NdUisrwoeratjeraGrou~p

Supplemental ReportRep ge No. 3 ofT-i 3

Page: 3 of 3


Sketch or Photo: L:\Engineering\Tech ServIcesUlSI IWE & IWL\Photos-2--7 R15 IWL Photos\RBCN-0005.jpg

EXTERIOR ROLLOUT CONTAINMENT CONCRE

NOTES-

"R90-XUWX" OFNOTES CONCRETE COMPONENT ID...... - DENOTES BOUNDARY OF CONCRETE COMPONENT

Nucear VisiGeneruaur.Gras

Site/Unit: CR3 3


Workscope: ISI


Procedure: NAP-02

Procedure Rev.: 2


Outage No.: RFOIS-IWE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cal./Item: L-A/L1.11 Location: EL 119' to EL 129'

Drawing No.: S-425-002 Description: Concrete Surface; Only accessible via fuel transfer tube Inspec



Umitations: EXAMINED ALL ACCESSIBLE AREAS


Visual Equipmenl/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Outside Containment (@ Gallery/Pits O Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (Ti.3375) Illumination: > 200ftc

Light Verification Times: Cal In •, 0745 W WA I WA Cal Out [] 1030



Coated Areas .Xs Non-Coaled Areas .SeSee See


1) Spalling - 1 - 12) Reinforcing Bar Corrosion - -

2) Cracking A - - 13) Rust Bleeding - - -

3) Delaminations - - X 14) Tendon Surface Cracking - - X

4) Honeycomb - - I - 15) Efflorescense - - X -

5) Water In Leakage - - X 16) Cosmetic Patch Bond X - X

6) Chemical Leaching - 1 - 17) Voids - - . 1

7) Popouts - 18) Erosion - - A8) Deflection - - A 19) Pitting - -

g) Staining ! - J 20) Abrasion - I x -

10) Discoloration - - - 21) Segregation 1 - . -

11) Vibration Damage - - - 22) Other l - . l


Results: Accept j Reject [] Eval & j)& 42%0/0


Exmnr LvlIIggaueDate Reviewer Signature DateKomarr, Bernard P. 11&2/2007 Joe Lese, PE ,0., ,e)E L/ Date Site Review lure toS o n n i e r , J a s o n B . S ! . . . . . . . . - 1 1? 11t00 7 1 Ri c k P o r i a n a l" i1

Other Level i .- 'Date ANII Review taur DateKissack, Brian S. 11t2/207]Tom Wyatt, ANtI t

I /

~b Ni~suea5onmzroo'

6** ~a-MSupplemental Report


Page: 2 ol 2


Examiner: Komara, Bernard p. Ap/•_. Level

Examiner: Sonnier, Jason B. Level

Other: Kissack, Brian S. Level

Ill

I: II

II


Site Review-. Rick Portmann

ANII Review. Tom Wyatt, ANII

Date: I-A. 0.)

Date: jl /72/D7

Date:

Comments:

item 81 (Reference Page 1 - Condition 09): Staining. (See VT-3C Report VT-07-1 01). VT-1 C determined that the stains are as aresult of previous spillage from above (143' elevation). No additional degradation to the concrete surface was noted.

I

Nub' Visual Examination of IWL (VT-3C)

Site/Unit: CR3 I 3 Procedure: NAP-02 Outage No.: RFO15-IWE

Summary No.: L11.1.0006 Procedure Rev.: 2 Report No.: VT-07-102

Workscope: Isf Work Order No.: 681043 Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJitem: L-A/LI.II Location: EL. 1191 to EL. 143'

Drawing No.: S-425.001 Description: Concrete Surface



ULmitations: EXAMINED ALL ACCESSIBLE AREAS

Resolution: 1110th of an inch Surface Condition: As Found



Ught Meter Mig.: GE Ughting Serial No.: 0699 M1-3375) Illumination: > 200ftc

Light Verification Times: Cal In • 1410 W NIA I N/A Cal Out ) 1640



Coated Areas .yS. Non-Coated Areas ,XSSee See


1) Spalling - - - 12) Reinforcing Bar Corrosion X - -

2) Cracking . - - 13) Rust Bleeding - -


4) Honeycomb - - - 15) Efflorescense .1. - -

5) Water In Leakage X - - 16) Cosmetic Patch Bond - -

6) Chemical Leaching X. - - 17) Voids X . -

7) Popouts - X - - 18) Erosion X - -

8) Deflection . - - 19) Pitting

9) Staining I - - - 20) Abrasion X - -

10) Discoloration _ X - 21) Segregation - -

11) Vibration Damage X - - - 22) Other X - -

Comments:RECORDING CRITERIA PER APPMCABLE PROCEDURES AND MEMO FROM P.E. DATED 9W4011. THE FOLLOWINGCHANGES TO PREVIOUSLY IDENTIFIED CONDITIONS NOTED, SEE SUPPLEMENTAL REPORT.

Results: Accept [] , Reject [E Eval R nJc' Z,/OPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level 11 Signature Date Reviewer DateIe-an-, Marc J. 10/3112007 Joe Lese, PEExaminer Level ii nat Date Site Review S rnatu Datepuplechain, Lenus F..• 10/31/2007 Rick Portmann M.- 1 .?"7-iOtherlA Level A• Signature Date ANII Review WynTh(Wat" e 1•. ate

NAWyatt, Thomas W. /LV~

NuclearGonciicmfd~ Growv

Supplemental Report

Reponl No.:

Page:

Summary No.: .1,11.0006

Examiner: LeBlanc, Marc J. (AI L Level

Examiner. Duplchain,LenusF./0 LevelOther: WA Level

I1 Reviewer, Joe Lse, PE

II Site Review: Rick Portmann

N/A ANII Review: Tom Wyatt, ANII Af

VT-07-102

2 of 2

Date: a.14 -W)

Date: / h

Date: 1fZi/L,7

Comments:

ITEM # 1 (REFERENCING PAGE # 1 CONDITION 1) SPALL, 5.5- X 5.5- SEE VT-rC REPORT VT-07-203.

ITEM # 2 (REFERENCING PAGE 0 1 CONDITION 1) SPALL, 8' X 4- SEE VT-IC REPORT VT-07-203.

ITEM # 3 (REFERENCING PAGE # I CONDITION 7) POPOUT, 4- X 3- X I- SEE VT-iC REPORT VT-07-203.

ITEM 0 4 (REFERENCING PAGE 0 1 CONDITION 7) POPOUT, 4- X 3- X 1" SEE VT.IC REPORT VT-07-203.

ITEM # 5 (REFERENCING PAGE # 1 CONDITION 1) SPALL, 6- X 5- SEE VT-iC REPORT VT-07-203.

ITEM # 6 (REFERENCING PAGE 0 1 CONDITION 10) DISCOLORATION, 30- X 3' SEE VT-1C REPORT VT-07-203.

(

Nucler Supplemental ReportGeneratio, roup

Summary No.: L1.11A.O0

Sketch or Photo: L:\EngtneeotngkTech Sertgcs'SIWE & IWLPho\os'2WO7 Rk5 iWL Photos\VT-07-102.jpg

Report No.:

Page:

VT-07-102

3 of 3

~425 e~

heVisGetelalonG-Oup

Site/Unit: CR3 / 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFO1SIWE


Page: 1 of 3

Code: ASME 1992 Ed. Thin 92 Ad. Catiltem: L-A/L1.11 Location: EL. 119' to EL. 143'




Limitations: EXAMINED ALL ACCESSIBLE SURFACES


Visual Equipment/Aids: Flashlight, 6' Scale, Binoculars, Tape Measure, Spotlight.


Ught Meter Mfg.: GE Ughting Serial No.: 0699 (171-3375) Illumination: > 200ftc

Light Verification limes: CaJ in 1410 / WA I N/A Cal Out[ 1640



Coated Areas .X, Non-Coated Areas ,X,See See

Accept Reject N/A Comments Accept Reject NIA Comments

1) Spatling - - - 12) Reinforcing Bar Corrosion - - X -

2) Cracking I 1 - 13) Rust Bleeding - - IL -

3) Delaminations I - . - 14) Tendon Surface Cracking - - A -

4) Honeycomb l - - 15) Efflorescense - - X5) Water In Leakage ! - - 16) Cosmetic Patch Bond _ - -

6) Chemical Leaching - - _ 17) Voids - .X7) Popouts - _ - 18) Erosion .X -

8) Deflection - - I - 19) Pitling - - . -

9) Staining I - L - 20) Abrasion l -

10) Discoloration - -- 21) Segregation , - I -

11) Vibration Damage - - .. 22) Other l - K

Comments:

SEE SUPPLEMENTAL REPORT

Reut: Accept C] Reject (] Eval Wj AJC 021OPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level iI Signature Date Reviewer ignature DateLeBlanc, Marc J. 10)31/207 Joe Less, PEExaminer Level 11 igna Date Site Review na -DaleDuplachain, Lenus F.,. n, . _...10131/2007 Rick Portmann -- -ISOther Level N/A Signature Date ANII Review

NIA Tom Wyatt, ANI

GenerEor-G."u

Supplemental Report


Page: 2 of 3


Examiner Lellanic, Marc J. f Level

Examiner: Ouplechain. LenusF Level

Other WA Level N/A


Site Review. Rick PortmannU6?-// '

ANtI Review: Tom Wyatt, ANII

Date:

Date:

Date:

Comments:

ITEM #1 (REFERENCE PAGE 1 - CONDITION 1) APPROXIMATE ELEVATION = 139'; APPROXIMATE AZIMUTH = 75". SPALL 5½" X 5 %" (SEE VT-3C REPORT VT-07-102). VT-1C DETERMINED THE SPALL WAS AROUND A FORM TIE HOLE.

ITEM #2 (REFERENCE PAGE 1 - CONDITION 1) APPROXIMATE ELEVATION = 13r; APPROXIMATE AZIMUTH = 75'. SPALL 8"X 4" (SEE VT-3C REPORT VT-07-102). VT-1C DETERMINED THE SPALL WAS AROUND A FORM TIE HOLE.

ITEM #3 (REFERENCE PAGE 1 - CONDITION 7) APPROXIMATE ELEVATION = 135'; APPROXIMATE AZIMUTH = 75'. POPOUT4" X 3" X 1" (SEE VT-3C REPORT VT-07-1 02). VT-IC DETERMINED THE POPOUT WAS A FORM TIE HOLE.

ITEM #4 (REFERENCE PAGE 1 - CONDITION 7) APPROXIAMTE ELEVATION = 132'; APPROXIAMTE AZIMUTH = 75'. POPOUT4" X 3" X 1, (SEE VT-3C REPORT VT-07.1 02). VT-iC DETERMINED THE POPOUT WAS A FORM TIE HOLE.

ITEM #5 (REFERENCE PAGE 1 - CONDITION 1) APPROXIMATE ELEVATION = 141'; APPROXIMATE AZIMUTH = 75% SPALL 6"X 5.5" (SEE VT'4C REPORT VT-07-102). VT-I C DETERMINED THE SPALL WAS AROUND A FORM TIE HOLE.

ITEM #6 (REFERENCE PAGE 1 - CONDITION 10) APPROXIMATE ELEVATION = 149', APPROXIMATE AZIMUTH = 65'.DISCOLORATION 30' X 3' (SEE VT-3C REPORT). VT-1C DETERMINED DISCOLORATION WAS OIL I GREASE DUE TO COVERLEAKAGE I PERVIOUS SPILLAGE. NO DEGRADATION TO CONCRETE.

~~ NuclerGe~rwlhofGroujp

Supplemental Report Reponl No.:

Page:

VT-r7o.203

3 of 3


Sketch or Photo: L:\EngInoeednTech ServicesUSi IWE & IWL\Photosý027 RI5 IWL Photos\VT-O7-203.Jpg

AZ -- o

- - I

NuclJear VisGeneiat.c"Gmw

Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJIltem: L-A/L1.11 Location: EL 118'4" to EL 146'

Drawing No.: S-425-M01 Description: Concrete Surface


Component ID: RBCN-W007




Inspected From: Outside Containment @ Gallory/Pils 0 Both 0Ligflt Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification limos: Cal In ,j 0915 I 1205 I 1330 Cal Out j 1645



Coated Areas .X. Non-Coated Areas XSeSee See


t) Spalling - - - 12) Reinforcing Bar Corrosion X. - - -

2) Cracking . - - 13) Rust Bleeding - -

3) Delaminations X - - 14) Tendon Surface Cracking X - -


5) Wateo in Leakage X - - 16) Cosmetic Patch Bond - -

6) Chemical Leaching X - - - 17) Voids - -

7) Popouts - - - 18) Erosion - -

8) Deflection I - - 19) Pitting X - -

9) Staining X. - - 20) Abrasion - -

10) Discoloration X - - - 21) Segregation X - -

11) Vibration Damage X - - 22) Other - - X

Comments:RECORDING CRITERIA PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. NO CHANGE NOTED FROMPREVIOUS DATA.

Results: Accept [] Reject [] Eval C)

Percent 0f Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

Examiner Level II Signature Date Reviewer ignature Datenc.Ma. 111r27 JoeLose,PE z

Examiner Level 1 •gnatu Date Site Review igntlie . DateOuplechaln, Lanus F. 1111r2007 Rick Portmann I ,iother Level N/A Signature Date ANII Review t1e DateN/A _ _ __ _ _ _ __ _ _ _ Torn Wyatt, ANII II f4) 1 t0

I.

NudearGoeraionGmv



Page: 2 of 2

Sketch or Photo: L:%EngineenngTech SeacesUJSl IWE & IWLNPhotos%'207 R15 MWL PtxAoswBCN-O07.jpg

k BUTTRESS 03

18WI B UTTRESS #

;DOME TENDOONFOR LOCATION

S E E DW S-4'

INSERTSTYPICAL

............ r -

FORMED RECESSFEATURE STRIP

I

LIDR

tU~flJR

C

Ct

SHISTI

(.

Nudear VisiGejrcajioa

Site/Anit: CR3 3


Workscope: IS!


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043


Report No.: VT.07.104

Page: 1 oa 3

Code: ASME 1992 Ed. Thru 92 Ad. CatlJtom: L-A/L1.11 Location: EL 143' to EL 167'




Umitations: EXAMINED ALL ACCESSIBLE AREAS


Visual EquipmenV/Aids: Flashlight, 6 Scale, Binoculars, Tape Measure, Sotlight.


Light Meter Mf g.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification imes: Cal In 0915 / 1205 I 1330 Cal Out ] 1645



Coated Areas X Non-Coated Areas Xsee see


1) Spelling I. - - 12) Reinforcing Bar Corrosion X - - -

2) Cracking . - 1 - 13) Rust Bleeding X - - -

3) Delaminations - X - - 14) Tendon Surface Cracking X - 1 -

4) Honeycomb I - - - 15) Efflorescense X - -

5) Water In Leakage . - I - 16) Cosmetic Patch Bond . I i

6) Chemical Leaching £ - l - 17) Voids - !

7) Popouts JX - - - 18) Erosion X - 1 !

8) Deflection A - - - 19) Pitting A - -

9) Staining X • - 20) Abrasion - - I

10) Discoloration - - 21) Segregation 1

11) Vibration Damage X - 1 - 22) Other X - - 1

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED NOTED (SEE SUPPLEMENTAL REPORT)

Results: Accept C] Reject El Eval 6a X 'A%0,1/0

Pement Of Coverage Obtained > 90%: MIA Reviewed Previous Data: Yes

Examiner Level 1 ,• Signatur• 0Date Reviewer Sjgnature DateSonnler, Jason B. 1,0.. • 111A12007 Joe Lese, PE La.• bp. grt,.. .

Examiner Level ure Date Site Review Sig ture / ateBennett, Charles T. Ric Porann tJ o tz 1o-Other Level WA ... Srgn'ature Date ANII Review t//t ,ature DaleNA Tom Wyatt, ANII"

- 1 /

NudearGeneraor.(~~ Grou

Supplemental Report

Repod No.:

Page:

Summary No.: LU.11.0008

Examiner: Sonnier, Jason B. ,j•'If Level

Examiner. Bennett, Charles T. Level

Other: N/A Level

I: /A

Reviewer. Joe Lase, PE 13.ýSite Review: Rick Portmann('-- k P


VT-07-104

2 of 3

Date: .Z% ..-o0')

Date:

Date:

Comments:

ITEM # 1 (REF PAGE 1 CONDITION # 9): STAINING (SEE VT-i C REPORT VT-07-300)

ITEM # 2 (REF PAGE 1 CONDITION # 3): DELAMINATION (SEE VT-IC REPORT VT.074,0)

ITEM # 3 (REF PAGE 1 CONDITION # 9): STAINING (SEE VT-iC REPORT vrT-07-30)

ITEM # 4 (REF PAGE 1 CONDITION 0 9) - STAINING (SEE VT-IC REPORT VT-07-300)

(

NLudear

S 6eno.a:L.

Summary No.: L1.11.000I


Page: 3 of 3

Sketch or Photo: L:XEngineerng\Tech ServicesNISI IWE & IWLýPhotos=2007 RtS IWL PhotosIRBCN-O008,jpg

PLANTVENT

PLATEOVPZCM\

LAOM

R4PATE2'TIPCAL 2ftr

BullREsg

Nur VisGwwi•ior,

Site/Unit: CR3 / 3


Workscope: ISI

ual Examination of IWL (VT-lC)

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: 1 of 6

Code: ASME 1992 Ed. Thru 92 Ad. CatJIlem: L-AIL1.11 Location: EL 143' to EL 16r





Resolution: 0.044* Character Card Surface Condition: As Found

Visual EquipmenttAids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.


Light Meter Mfg.: GE Lighting Serial No.: 0699 (11-3375) Illumination: > 200ftc

Light Verification Times: Cal In F 0915 / 1205 / 1330 Cal Out [] 1645



Coated Areas X Non-Coated Areas ,X.See See


1) Spalting X - - 12) Reinforcing Bar Corrosion X - -

2) Cracking - -- 13) Rust Bleeding - - -

3) Delaminations - -- X 14) Tendon Surface Cracking -L .. -

4) Honeycomb - - - 15) Effiorescense -L - X -

S) Water In Leakage - - - 16) Cosmetic Patch Bond -L - X -

6) Chemical Leaching L - - 17) Voids A -

1) Popouts - - K. - 18) Erosion - - X.

8) Deflection - - - 19) Pitting - - -

9) Staining - - 20) Abrasion - - -

10) Discoloration X A - 21) Segregation - - -

Ii) Vibration Oamage - - A - 22) Other - - X

Comments:SEE SUPPLEMENT REPORT

Results: Accept [] Reject [] Eval [] R JR 5, 0/0Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level 11 Signatre Date Reviewer ignature DateSnirJaoB.1/11/2007 Joe Lese, PE .'k.

Examiner Level I 1 0 Date Site Review &natre ate

Bennett, CharlesT. 1 11/112007 Rick PortmanaIn lI |t•.-•1r

Othler Level NIA C- gnaldg Date ANII Review Signaure DateINIA lTom Wyatt, AN"I -1W i 1& 67 1

/ I

G'srationSupplemental Report


Page: 2 of 6



Examiner Bennett, Chades T.

Other WA i~izLevel: It Reviewer Joe Lose, PE

Level: II Site Review: Rick .Porbrnn

Level: N/A ANII Review: Tom Wyatt, A

Date: 0- 21*o

Date:

Date: L .

Comments:

ITEM # 1 (REF PAGE 1 CONDITION # 9): STAINING - FLUID LEAKED FROM 167' DOWN TO 143' ELEVATION. NODEGRADATION TO CONCRETE NOTED. AREA IS APPROXIMATELY 12 STARTING APPROXIMATELY 18' FROM BUTRESS # 5SEE PICTURE VT-07-300-1.jpg (SEE VT-IC REPORT VT-07-104)

ITEM 0 2 (REF PAGE 1 CONDITION # 3): DELAMINATION - NOTED ON WALL 3' FROM FLOOR 2 1/4" L x 3/4" W x 1116" 0. SEEPICTURE VT-07-300-2.jpg & VT-07-300-3.Ipg (SEE VT-1C REPORT VT-07-104)

ITEM # 3 (REF PAGE 1 CONDITION # 9): STAINING - FLUID LEAKED FROM 167' DOWN TO 143' ELEVATION. NODEGRADATION TO CONCRETE NOTED. AREA IS APPROXIMATELY 15' STARTING APPROXIMATELY 12' FROM BUTTRESS # 6SEIE PICTURE VT-07-300-4.Jjpg, VT-07-300-5.jpg & VT-07-300-6.jpg (SEE VT-1 C REPORT VT-07-104)

ITEM # 4 (REF PAGE 1 CONDmON # 9): STAINING - WHITE SUBSTANCE ON WALL THROUGH OUT AREA. SEE PICTURE VT-07-300-7.jpg (SEE VT-IC REPORT VT.47-104)

(

Nucjear~~b Goissawio

G-ouTSupplemental Report

Report No.:

Page:

Summary No.:

Examiner:

Examiner:

Other:

L1.1 1.0008

Sonnier, Jason B.

Bennett, Charles T.

NIA

;5w--ýz104/

Level: II

Level: II

Level: N/A



ANII Review: Tom Wyatt, ANI

Adý?

VT-07-300

3 of 6

Date: Rl-Z2'2 )Date:

Date:LI

Comments: PHOTO ASSOCIATED WITH ITEM # 1 (LEFT) AND ITEM # 2 (RIGHT)

POOR QUALITY COPY

Sketch or Photo: L:\Engineering\Tech ServicesUJSl IWE & IWL\Photos\2007 R15 IWL Photos\VT-07-300-I.JPG

L:\Erng~neeringXTech Sevvice9XISl IWE & IWL\Photos\20O7 RIS IWL PhotosXVT-07-30.2.JPG

G.enersonSupplemental Report

Report No.:

Page:



Examiner. Bennett, Charles T.

Other: N/A

Level: II

Level: II

Level: N/A

Reviewer. Joe Lese, PE



VT'07-300

4 of 6

Date: ýT.-2, oa)

Dale: t,*4, 4•,,,Date: LkA3l

I I

Comments: PHOTO ASSOCIATED WITH ITEM # 2 (LEFT) AND ITEM # 3 (RIGHT)POOR QUALITY COPY

Sketch or Photo:. L:\Enqln9einV\TaCh ServIceM.S1 IWE & IWL\Photos\207 R15 IWL Photos\VT-07-300-3.JPG

L3A0En~gfreeringNTechi SenrimNI~SI IWE & lwL\Phatos\2O7 AIS IWL Photos\VT.O7-30-.JPG

1wda



Examiner: Bennett, Charles T.

Other: N/A

Supplemental Report


Page: 5 of 6

mw

Level: II

Level: II

Level: N/A



ANI1 Review: Tom Wyatt, ANI AI

Date: IVZ2.c)

Date: >

Dale:

Comments: PHOTO ASSOCIATED WITH ITEM # 3

OOR QUALITY COPY

Sketch or Photo: LA~niorn\ehSrieMlIE&lLPoo'O7R5ILP~tsV-7 :Engineering\Tech Services\[Sl IWE & lWL\Photos\.2007 RI 5 IWI. Photos\VT-07-300-5.JPG 0-.P

LAEngineeringT&Ch SerVicesMS1 IWE & lWL\Photos\2007 R 15 JWL Photos\VT-07-300-6.JPG

c~ tNuclearGicrera~ionGroup


Page: 6 . f 6


Examiner: Sonnier, Jason B. ,4#_f Level

Examiner: Belfnnett, Charles T. Level

Other: NIA Level

S. Reviewer: Joe Lese, PE A l

: Site Review' Rick PorttannNII "6

NIA ANII Review: Tom Watt, ANII

Date: U.tU.d7)

Date: 1I 177(47?

Date:

Comments: PHOTO ASSOCIATED WITH ITEM # 4

POOR QUALITY COPY

Sketch or Photo: L:EngineeinglTech SewicesISl IWE & IWLLPhotosi207 RI5 lWL PhowsVT-O7-300-7.JPG

Nuca VisGencraliao,~Gro*

Site/Unit: CR3 / 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFO15.4WE

Reporl No.: VT-07-105

Page: I of 3

Code: ASME 1992 Ed. Thin 92 Ad. Cal.Iftern: L-A/L1.11 Location: EL 162' to EL 200 4"





Resolution: 1/lOth of an inch Surface Condition: As Found


Inspected From: Outside Containment (@ Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (11-.3375) Illumination: > 200ftc

Light Verification Times: Cal In [ 0745 / N/A I N/A Cal Out . 1030



Coated Areas XL Non-Coated Areas .X.... ... see See


1) Spelling - - - 12) Reinforcing Bar Corrosion I I I -

2) Cracking .1 -- - 13) Rust Bleeding IX _ - _

3) Delaminations . - - - 14) Tendon Surface Cracking . - __

4) Honeycomb .x - - 15) Efflorescense - __

5) Water In Leakage _X -- - 16) Cosmetic Patch Bond - __

6) Chemical Leaching X -. - 17) Voids X - -_

7) Popouts X - - 18) Erosion .X. - -_

8) Deflection - - - 19) Pitting - __

9) Staining - - - 20) Abrasion X - -_

10) Discoloration X - - 21) Segregation - -_

11) Vibration Damage .- - - 22) Other - - -

Comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL SHEET).

Results: Accept Sd Reimc I I Eval II] L&4 z6 01Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level Ill Signature Date Reviewer ignature DateKomar, Bernard P. I1&\2w20o Joe Left, PEExaminer Level 11 , Sign 0dre Date Site Review ..... e ateSonnier, Jason 0. •-, ii/2 /2007 Rick Portmann

Other'o -+v ý ,,u0oDate ANII Review .. ,,

Br11=P007 1Tom Wyatt, ANII

(

~b NudcoarGe~ntior

Supplemental Report


Page: 2 of 3

Summary No.: L1.1 1.0009

Examiner. Komara, Bernard P. •9/L Level

Examiner. Sonnier, Jason B. UT"•S Level

Other. Kissack. Brian S. ,-f Level

Ill

II

II

Reviewer. Joe Lese, PE t

Site Review: P

ANII Review: Tom Wyatt, ANtI

Date: .z-eo

Date:Date- ,_b,•_

Comments:

Item #1 (Reference Page 1 - Condlton 22): Abandoned anchor locations. (See VT-IC Report VT'-07-=)Item 82 (Reference Page 1 - Condition 22): Degraded coatings. (See VT-1C Report VT-07-302)

Inaccessible Areas:*Approximate Azimuth 260 - 280 Degrees: Concrete surface behind Spent Fuel Pool Liner.

" ii

(~h NucdearGencraW.

Supplemental ReportReport No.:

Page:

VT-O7-1O5

3 of 3


Sketch or Photo: L1lEngineetifg\Tech Senro~ssJSI NWE & IWL Photos.O07 R15 WL PhoosRBCN-0009.fpg

I )

Nw., Visual EGenmatio,l

SiteIUnit: CR3 I 3

Summary No.: L1.11.0009 PrC

Workscope: ISi Wc

Code: ASME 1992 Ed. Thin 92 Ad. Cal/Item:

Drawing No.: S-425-002 D




xamination of IWL (VT-lC)

Procedure: NAP-02

ocedure Rev.: 2

irk Order No.: 681043

L-A/L1.1 1 Location:

ascription: Concrete Surface

Outage No.: RFO15-IWE


Page: 1 of 2

EL 162' to EL 200' 4"

Resolution: 11l0th of an Inch Surface Condition: As Found


Inspected From: Outside Containment (j) Gallery/Pits 0 Both 0

Light Meter Mfg.: GE ULghting Serial No.: 0699 (T1-3375) Illumination: > 200ftc

Light Verification Times: Cal In R 0745 I N/A I N/A Cal Out [ 1030



Coated Areas .X. Non-Coated Areas X.See

CommentsSee

CommentsAccept Reject

1) Spatting

2) Cracking

3) Delaminations

4) Honeycomb

5) Water In Leakage

6) Chemica" Leaching

7) Popouts

8) Deflection

9) Staining

10) Discoloration

11) Vibration Damage

N/A

X

..

I-

A.IJLxL

Accept Reject

12) Reinforcing Bar Corrosion

13) Rust Bleeding

14) Tendon Surface Cracking

15) Efflorescense

16) Cosmetic Patch Bond

17) Voids

18) Erosion

19) Pitting

20) Abrasion

21) Segregation

22) Other

N/A

.I.JL

JL

JLxAxA


Results: Accept 2 Reject [] Eval E3


(

WdudeGe~nasorgG'-O'p

,Summary No. 0I.11.0009

Supplemental Report


Page: 2 of 2

Examiner Komara, B-rnrd P. &K

Examiner: Sonnier, Jason B. J." 85

Other Kissack, Brian S. A r'

Level: III

Level: II

Level: II

Reviewer: Joe, PE,,,,

Site Review: Rick Portman, A N 1•

ANII Review: Tom Wyatt, ANII /AN '

Date:

Date: ,/

Date: J4]2/L

Comments:

Item #1 (Reference Page I - Condition 22): Approximate Elevation 177". Approximate Azimuth 270 Degrees. Abandoned anchorlocations. (See VT-3C Report VT-07-105). VT-IC determined two (2) locations where anchor bolt holes were not grouted. Noadditional degradation of the concrete surface was Identified.

tern #2 (Reference Page 1 - Condition 22): Approximate Elevation 185'. Approximate Azimuth 285 Degrees. Degraded coatings.(See VT-4C Report VT-07-1 05). VT-1 C determlned Delamination of the paint from the concrete surface. There was nounderlying degradation of the concrete surface.

(

NVisGocisatior

Site/Unit: CR3 3


Workscope: ISI


Pt(

WePr'

Wc

Procedure: NAP-02

ocedure Rev.: 2

•rk Order No.: 681043

L-A/LI .11 Location:

escription: Concrete Surface


Report No.: VT-.07-106

Page: 1 of 4

EL 119' to EL 26r 6'Code: ASME 1992 Ed. Thru 92 Ad. CatJItem:

Drawing No.: S-425-002 D





Visual EquipmentlAids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Outside Containment ®e Gallery/Pits 0 Both 0Light Meter MIg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In FJ 0900 I 1200 / 1300 Cal Out • 1645



Non-Coaled Areas .X.Coated Areas -see see


1) Spalling X - 12) Reinforcing Bar Corrosion X X

2) Cracking X- - 13) Rust Bleeding X - -

3) Delaminations 1 X - _ 14) Tendon Surface Cracking X - -

4) Honeycomb . - - - 15) Etllorescense .X - -

5) Water In Leakage .X - - - 16) Cosmetic Patch Bond - A - -

6) Chemical Leaching L 1 - 17) Voids X - - .7) Popouts X - - 18) Erosion X - -

8)Deflection I 19) Pitting X. . ..9) Staining -- - 20) Abrasion X -

10) Discoloration X l l i 2t) Segregation X. - - -

11) Vibration Damage .X - - l22) Other - X - I

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4/01. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).

Results: Accept L3 Reject [] Eval EZ AJCR d(T6 011Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

iner Level III Signatureire, Be tard P. l/. j

iner Level II -'Sig"ure

[or, Jason B.1 lo3wLevel IMr .]tignature

inc. Marc J. • ,-•,•1013W/,

fS.

N Supplemental ReportGama4D

0 Report No.: VT-07-106

Page: 2 of 4


Examiner: Komara, Bernard P. ,P'e• Level: III Reviewer Joe Lese, PE Date:

Examiner: Sonnier, Jason B. *7• Level: ii Site Review: Rick Portmann j Date:

Other: LeBlanc, Marc J. ,wr'- Level: II ANII Review: Tom Wyatt, ANII Date: i4'L/d7

Comments:

Item #1 (Reference Page 1 - Condition 16): 2-1/2"L X 3" W X 1" Deep: Displacement of cosmetic grout patch over previouslyexisting popout. (See VT-tC Report VT-07-288).

Item #2 (Reference Page I - Condition 22): Wood embedment in concrete. (See VT-1C Report VT-07-288).

Item #3 (Reference Page I - Condition 22): Nail embedment In concrete. (See VT-1C Report VT-07-286).

.Item #4 (Reference Page 1 - Condition 02, 16): 32'L X 3/4" W (maximum) X <1/2" Deep (maximum): Cracking, deterioration ofcosmetic grout patch. (See VT-1 C Report VT-07-288).

Item #5 (Reference Page 1 - Condition 02,16): -8L X I" W (maximum) X 1/2" Deep (maximum): Cracking, deterioration ofcosmetic grout patch. (See VT-1 C Report VT-07-288).

Item #6 (Reference Page 1 - Condition 02, 16): 18"L X 3/16" W X <1/2" Deep and 12"L X 3/16" W X <1/2" Deep: Cracking,deterioration of two (2) cosmetic grout patch. (See VT-IC Report VT-07-288).

Item #7 (Reference Page 1 - Condition 22): Other (Exposed tie wire in concrete). (See VT-1C Report VT.07-288).

Item #8 (Reference Page 1 - Condition 02, 16): 16"L X 3/16" W X <1/2" Deep: Cracking, deterioration of two (2) cosmetic groutpatches. (See VT-IC Report VT-07-288).

Item #9 (Reference Page 1 - Condition 22): Nail embedment in concrete. (See VT-IC Report VT-07-288).

Item #10 (Reference Page 1 - Condition 03): 30"L X 8" W (maximum) X 3/16" Deep (maximum): Delamination. (See VT-1CReport VT-07-288).

Item #11 (Reference Page 1 - Condition 02, 16): 12"L X 3/16" W X <1/2" Deep: Cracking, deterioration of two (2) cosmetic groutpatches. (See VT-1C Report VT-07-288).

N Supplemental Report

G d Report No.: VT-07-106

Page: 3 ol 4

Summary No.: L1.11.0010Examiner: Komara, Bernard P. ,fA' _ Level: III Reviewer: Joe Lese, PE Date: f-'VZo*

Examiner: Sonnier, Jason B. J_6" Level: I, Site Review: Rick Portmann>' 5/' 2 Date:

Other- LeBlan~c, Marc J. Al 11' Level: 11 ANII Review: Tom Wyatt, ANLAK Oates:12- 4

Comments:

Item #12 (Reference Page 1 - Condition 22): Exposed tie wires in concrete. (See VT-iC Report VT-07-288).

Item #13 (Reference Page 1 - Condition 01): 12"L'X 18" W (maximum) ) 1" Deep (maximum): Spall. (See VT-iC Report VT-07-288).

Item #14 (Reference Page I -Condition 02, 16): 24"L X 1/2" W (maximum) X <1/2" Deep (maximum); and 14"L X 1/2" W(maximum) X <1/2" Deep (maximum); and 18"L X 1/2" W (maximum) X ,1/2" Deep (maximum): Cracking, deterioration of three(3) cosmetic grout patches. (See VT-i C Report VT-07-288).

Item #15 (Reference Page 1 - Condition 02, 16): 12"L X 3/4" W X 1/2" Deep: Cracking, deterioration of cosmetic grout patches.(See VT-iC Report VT-07-288).

Item #16 (Reference Page I - Condition 22): Wood embedment In concrete. (See VT-1 C Report VT-07-288).

Item #17 (Reference Page 1 - Condition 22): Wood embedment In concrete. (See VT-lC Report VT-07-288).

item #18 (Reference Page I - Condition 22): NaIl and metal embedment In concrete. (See VT-1C Report VT-07-288).

Item #19 (Reference Page 1 - Condition 22): Nail embedment In concrete. (See VT-IC Report VT-07-288).

Item #20 (Reference Page 1 - Condition 02, 16): 12"L X 5/8" W (maximum) X <1/2" Deep (maximum); and 18"L X 1" W(maximum) X 3/4" Deep (maximum); and 8'L X 1/2" W (maximum) X 1/2" Deep (maximum): Cracking, deterioration of cosmeticgrout patches. (three (3) areas). (See VT-iC Report VT-07-288).

Item #21 (Reference Page 1 - Condition 02): 12"L X 1/16" W X <1/32" Deep: Crack. (See VT-iC Report VT-07-288).

Item #22 (Reference Page 1 - Condition 22): Exposed tie wires in concrete. (See VT-IC Report V1-47-288).

Item #23 (Reference Page 1 - Condition 01): 10"L X 2" W (maximum) X 1/2" Deep (maximum): Spall. (See VT-IC Report VT-07-288).

Item #24 (Reference Page 1 - Condition 22): Exposed lie wires in concrete. (See VT-IC Report VT-07-288).

Item #25 (Reference Page 1 - Condition 09): Staining. (See VTr-1C Report VT-07-288).

Item #26 (Reference Page 1 - Condition 22): Embedded boxes in concrete. (See VT-i C Report VT-07-288).

Inaccessible Areas:Buttress #5: Area behind vent duct outside parameters for VT-3C/VT-IC

: h NudurGenezatio.

Summar No: G.oup

Summary No.: L1.11.OO10


Page: 4 of 4

Sketch or Photo: L\EngineerngTech ServimcesSI IWE & 1WL\Photos\2007 RIS IWL Photos•RBCN-.O10.wpg

NVisL~4~ Genetationdo, Grwpj

Site/Unit: CR3 / 3


Workscope: ISI

ual Examination of IWL (VT-lC)

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFOI 5-EWE


Page: 1 of 6

Code: ASME 1992 Ed. Thru 92 Ad. CatIitem: L-A/U1.11 Location: EL. 119 to EL. 267' 6"




Umilations: EXAMINED ALL ACCESSIBLE AREAS


Visual EquipmeneVAids: Flashlight, 6" Scale, Binoculars, Tape Measure, SpotMlght.


Light Meter Mfg.: GE Ughting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In r 0900 I 1200 I 1300 Cat Out [] 1645



Coated Areas 1 Non-Coated Areas ,,.See See


1) Spalling - X 12) Reinforcing Bar Corrosion .2) Cracking - - - X 13) Rust Bleeding - - .X. -

3) Dolaminations X -- 14) Tendon Surface Cracking - - . 1

4) Honeycomb - - - 15) Efflorescense l 1 -

5) Water In Leakage - - - 16) Cosmetic Patch Bond

6) Chemical Leaching - l I - 17) Voids

7) Popouts 1 l - 18) Erosion

8) Deflection - - - 19) Pitting - - -

9) Staining - - - 20) Abrasion - - -

10) Discoloration - I - 21) Segregation - - -

11) Vibration Damage 1 - - 22) Other I - -


Results: Accept [] Reject (] Eval [ JC,- 6010Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level Il Signature Date Reviewer S nature DateKomara, Bernard P. r4...ii.' "-s. 10/30/2007 Joe Lese, PE 'A a---Z

Examiner Level I Si ure Date Site Review gn.._ re DateSonnler, Jason B. 10/30/2007 Rick Portmann U -4 jz!i/2•. l,

• Other Level Signature Date ANllReview --'/iLQ•,igntture Date

LeBlanc, Marc J. 10/30/2007 Tom Wyatt, ANII 1 (fF¶C/W

q

hSupplemental Report

Report No.: VT-07-2$8

Page: 2 at 6


Examiner: Komara, Bernard P. J/1 Lv: i ReewrJeLsPEDate: 111-Z .- f

Examiner Sonnier, Jason B. Level: II Site Review: Rick Portma Date: l, /

Other: LeBlanc, Marc J. ,nst Level: 11 ANII Review- Tom Wyatt, ANII Date:h~

Comments:

Item #1 (Reference Page I - Condition 16): 2-1/2"L X 3" W X 1" Deep: Displacement of cosmetic grout patch over previouslyexisting popout. (See VT-3C Report VT-07-1 06). VT-1 C determined that there is no rust staining, exposed rebar, or additionaldegradation to the concrete surface.

Item #2 (Reference Page 1 - Condition 22): Wood embedment in concrete. Nall embedment in concrete. (See VT-3C Report VT-07-106). VT-1C determined that this condition likely resulted from plywood lamination transfer onto the concrete surface, andface of Buttress #4 above the uppermost grease cap. Three (3) nails were also noted. Note: Three (3) metal clips am alsolocated In this area and appear to have been used as lifting/rigging points. No concrete degradation was Identified.

Item #3 (Reference Page I - Condition 22): Nail embedment In concrete. (See VT-3C Report VT-07-106).Nails are -12" below the horizontal concrete joint and every 12" - 18" between Buttress #4 and Buttress #5. There are a totalof - 30 nails. VT-IC determined that there is no additional degradation to the concrete surface.

Item #4 (Reference Page 1 - Condition 02, 16): 32'L X 3/4" W (maximum) X <1/2" Deep (maximum): Cracking, deterioration ofcosmetic grout patch. (See VT-3C Report VT-07-106). VT-IC determined that this was a probable cold joint location. Thediscontinuity extends from Buttress #4 to Buttress #5. No exposed rebar or wire was Identified. RE: PhotoI.:Engineering\Tech ServicesVSI IWE & IWLPhotoM20Q7 R1 5 IWL Photo\VT-07-288-1 .jpg.

Item #5 (Reference Page 1 - Condition 02,16): -8'L X 1" W (maximum) X 112" Deep (maximum): Cracking, deterioration ofcosmetic grout patch. (See VT-3C Report VT-07-106). VT-1C determined that this discontinuity which extends from Buttress #4,exhibits no exposed rebar or wire. RE: Photo LAEngineering\Tech ServicesUlSI IWE & IWLPhoto,2007 Ri 5 IWL Photo% VT-07-288-2.jpg.

Item #6 (Reference Page 1 - Condition 02, 16): 18"L X 3116" W X <112" Deep and 12"L X 3/16" W X <112" Deep: Cracking,deterioration of two (2) cosmetic grout patch. (See VT-3C Report VT-07-106). VT-1C determined that this discontinuity whichextends from Buttress #4, exhibits no exposed rebar or wire. Isolated nails, however, were noted. RE: PhotoL:AEnglneedng\Tech ServicesUSI IWE & IWL\Photo.2007 R15 IWL Photo\VT-07-288-3.jpg.

Item #7 (Reference Page 1 - Condition 22): Other (Exposed tie wire In concrete). (See VT-3C Report VT-07-106). VT-1Cdetermined no additional degradation to the concrete.

Item #8 (Reference Page 1 - Condition 02, 16): 16"L X 3/16" W X <112" Deep: Cracking, deterioration of two (2) cosmetic groutpatches. (See VT-3c Report VT-07-106). VT-1C determined that no exposed rebar or wire was Identified.

Item #9 (Reference Page I - Condition 22): Nail embedment in concrete. (See VT-3C Report VT-07-106). VT-1C determined thatthere Is no additional degradation to the concrete surface.

Item #10 (Reference Page 1 - Condition 03): 30"L X 8" W (maximum) X 3/16" Deep (maximum): Delamination. (See VT-3CReport VT-07-106). VT-IC determined that no exposed rebar or wire was identified.

Item #11 (Reference Page I - Condition 02, 16): 12"L X 3/16" W X <112" Deep: Cracking, deterioration of two (2) cosmetic groutpatches. (See V1-3C Report VT-07-106). VT-1C determined that no exposed rebar or wire was Identified.

Item #12 (Reference Page 1 - Condition 22): Exposed tie wires in concrete. (See VT-3C Report VT-07-106). VT-iC determinedthat there is no additional degradation to the concrete surface.(

Nuder Supplemental ReportGenera6,o


Page: 3 ol 6

Summary No.: L1.1 1.0010

Examiner: Komara, Bernard P. /3PAL Level: III Reviewer: Joe Lese, PE Date: L.01)

Examiner- Sonnier, Jason B. _LJ." Level: 11 Site Review:. Rick Portmann (,---d'•.II Date:

Other: LeBlanc, Marc J. Wj-Z Level: I. ANII Review: Tom Wyatt, ANni Date:

Comments:

tern #13 (Reference Page I - Condition 01): 12"L X 18" W (maximum) X 1" Deep (maximum): Spall. (See VT-3C Report VT-07-106). VT-IC determined that this area is within 6" of a vertical joinL No exposed rebar or wire was Identified.

Item #14 (Reference Page 1 -Condition 02,16): 24"L X 112" W (maximum) X <1/2" Deep (maximum); and 14"L X 1/2" W(maximum) X 01/2" Deep (maximum); and 18"L X 1/2" W (maximum) X <1)2" Deep (maximum): Cracking, deterioration of three(3) cosmetic grout patches. (See VT-3C Report VT-07-1 06). VT-1C determined that no exposed rebar or wire was Identified.

Item #15 (Reference Page 1 - Condition 02,16): 12"L X 3/4" W X 1/2" Deep: Cracking, deterioration of cosmetic grout patches.(See VT-3C Report VT-07-106). VT-IC determined that no exposed rebar or wire was Identified.

Item #16 (Reference Page 1 - Condition 22): Wood embedment in concrete. (See VT-3C Report VT-07-1 06). VT-1C determinedthat no concrete degradation was Identified.

Item #17 (Reference Page 1 - Condition 22): Wood embedment in concrete. (See VT-3C Report VT-07-106). VT-1C determinedthat no concrete degradation was identified.

item #18 (Reference Page 1 - Condition 22): Nail and metal embedment in concrete. (See VT-SC Report VT-07-106). VT-ICdetermined that there is no additional degradation to the concrete surface.

Item #19 (Reference Page 1 - Condition 22): Nail embedment in concrete. (See VT-3C Report VT-07-106). VT-1 C determinedthat there is no additional degradation to the concrete surface.

Item #20 (Reference Page 1 - Condition 02,16): 12"L X 618" W (maximum) X <112" Deep (maximum); and 18"L X 1" W(maximum) X 3/4" Deep (maximum); and 8'L X 1/2" W (maximum) X 1/2" Deep (maximum): Cracking, deterioration of cosmeticgrout patches. (three (3) areas). (See VT-3C Report VT-07-106). VT-i C determined that no exposed rebar or wire was Identified.

Item #21 (Reference Page 1 - Condition 02): 12"L X 1/16" W X <1/32" Deep: Crack. (See VT-3C Report VT-07-106). VT-i-Cdetermined that no exposed rebar or wire was Identified.

item #22 (Reference Page I - Condition 22): Exposed tie wires in concrete. (See VT-3C Report VT-07-106). VT-1C determinedthat there is no additional degradation to the concrete surface.

Item #23 (Reference Page 1 - Condition 01): 10"L X 2" W (maximum) X 1/2" Deep (maximum): Spaii. (See VT-3C Report VT-07-106). VT-lC dete"nined that this area is within 6" of a vertical joint. No exposed rebar or wire was Identified.

Item #24 (Reference Page 1 - Condition 22): Exposed tie wires in concrete. (See VT-3C Report VT-07-106). VT-1C determinedthat there is no additional degradation to the concrete surface.

Item #25 (Reference Page 1 - Condition 09): Staining. (See VT-3C Report VT.07-106). VT-1C determined that there arenumerous minor tendon grease leaks at various tendon cap locations. Additionally, previous tendon grease spills are obvious;most notably on Buttress #5 and on the vent duct structure and supports. No additional degradation to the concrete surfacewas noted.

Item #26 (Reference Page I - Condition 22): Embedded boxes in concrete. (See VT-3C Report VT-07-106). VT-1 C determined,that there Is no degradation to surrounding concrete.

C~ NudsarGeoteratonGumpq

Supplemental ReportReport No.: VT.07-288

Page: 4 of 6

Summary No.: 11.11.0010

Examiner: Komara, Bernard P. XMW Level

Examiner: Sonnier, Jason B. J'" Level

Other: LeBlanc, Marc J. Al Tt Level

: III Reviewer: Joe Lose, PE

II Site Review: Rick Portmann '4i'//"/,_ ANII Review: Tom Wyat., ANII Ak

Oate: _.___.__")

Date: /177( / 67

Date:

Comments: PHOTO ASSOCIATED WITH ITEM #4

POOR QUALITY COPY

Sketch or Photo: LAEngineeringTechi Servimss1SI IWE & IWLPhatosWO07 R15 IWL PhtdosVT-07-2M81.jpg

Nuclear

(GmGm-

Supplemental ReportReport No.: VT-07.288

Page: 5 of 6


Examiner: Komara, Bernard P. ,JP/C Level:

Examiner: Sonnier, Jason 0. Level:

Other: LeBlanc, Marc J. r4YZ Level:

II'

II

II

Reviewer: Joe Lese, PE 4ý

Site Review: Rick Portmannk-. d'd

ANII Review: Tom Wyatt, ANII .N ZI-

Date: ___--_t_

Date: "

Date:

Comments: PHOTO ASSOCIATED WITH ITEM 0 5

POOR QUALITY COPY

Sketch or Photo: L:%Engineenng\Tech SeMceNSl iWE & IWLPhatos'2007 R15 IWL Phdots6vT-O7-288-2,jpg

~~b Nudua'Gefnetatwo

Supplemental ReportReport No.:

Page:


Examiner: Komara, Bernard P. ,S4P/e- Level:

Examiner: Sonnier, Jason B. 7,ý Level:

Other: LeBlanc, Marc J. A1J -. Level:

III Reviewer: Joe Lose, PE .A d ý<

._ Site Review: Rick Portmann% f

I1 ANII Review: Tom Wyatt, ANII 7,01Y -

VT-OT-288

6 of 6

Date: •")l4 .d)

Date: 112x 117Date:

Comments: PHOTO ASSOCIATED WITH ITEM # 6POOR QUALITY COPY

Sketch orPhoto: L:EngineennglTech ServicesM1SlIWE & WLl~hdos=O7 RIS IWL Phctos\Vr-07-288-3.jpg

Nucgi Visual E)GeiiuatonGeOup

Site/Unit: CR3 / 3

Summary No.: L1.11.0011 Pro<

Workscope: ISl Wor

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem:

Drawing No.: S-425-002 De


Component ID: RBCN-001 1

Limitations: 'EXAMINED ALL ACCESSIBLE AREAS

camination of IWL (VT-3C)

Procedure: NAP-02

cedure Rev.: 2

k Order No.: 681043

L-A/L1.11 Location:

scription: Concrete Surface



Page: 1 of 3

EL. 167" to 267 6"

Resolution: lll0th of an Inch Surface Condition: As Found


Inspected From: Outside Containment ) Gallery/Pits 0 Both C


Light Verification Times: Cal In RI 0830 / 1205 I 1300 Cal Out [ 1645



Non-Coated Areas XSee

Coated Areas -See

N/A Comments

1) Spalling

2) Cracking

3) Delaminations

4) Honeycomb

5) Water In Leakage

6) Chemical Leaching

7) Popouts

8) Deflection

9) Staining

10) Discoloration

11) Vibration Damage

Accept Reject N/A Comments

-X . --

- - .x.

-X .x --

~X.

12) Reinforcing Bar Corrosion

13) Rust Bleeding

14) Tendon Surface Cracking

15) Elflorescense

16) Cosmetic Patch Bond

17) Voids

18) Erosion

19) Pitting

20) Abrasion

21) Segregation

22) Other

Accept Reject

X -

Jx -

JL x

A

Comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. THE FOLLOWING CHANGESTO PREVIOUSLT IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)

Results: Accept [] Reject [- Eval 63 W 12%0/OPercent Of Coverage Obtained > 90%: NIA Reviewed Previous Data: Yes

Nuclear Supplemental Report&-nerahgn


Page: 2 of 3

Summary No.: 11.11.0011

Examiner Sonnior, JasonB. JuVIS Level: 11 Reviewer: Joe Lese, PE Date: .z .',0)

Examiner Bennett, Charles T. Level: II Site Review: Rick Portmann t,,_( -/k Date: /Lft2'

Other: N/A Level: NWA ANIl Review: Tom Wyatt, ANII Date:

Comments:

Item #1 (Reference Page 1 - Condition 16): 3 L x 1" W x 114" D, cosmetic patch bond and exposed wire. (See VT-iC Report VT-07-227)Item #2 (Reference Page 1 - Condition 16): 2" L x 1/4' W, cosmetic patch bond and exposed wire. (See Vr-i C Report VT-07-227)Item #3 (Reference Page 1 - Condition 22): 2" long exposed wire. (See VT-IC Report VT-07-227).Item #4 (Reference page 1 - Condition 2): tendon service cracking, tendons # 10 thru # 21, 12" L x 1/16"W (See VI-lC ReportVT-07-227)Item #5 (Reference Page 1 -Condition 22): 1" long exposed wire (See VT-iC Report VT-07-227).Item #6 (Reference Page 1 - Condition 22): 3" long exposed wire. (See VT-iC Report VT-07-227).Item #7 (Reference Page 1 - Condition 16): 3' L x 3/4" W x 1/4" D cosmetic patch bond and exposed wire.. (See VT-lC ReportVT-07-227).Item #8 (Reference Page I - Condition 7): 3' L x 1 1/2" W x 1" 0, Popout from grouted area. (See VT-1C Report VT-07-227)

Item #9 (Reference Page 1 - Condition 1): 12' L x 7" W x 2 1/2" D, spalling. (See VT-1C Report VT-07-227)Item #10 (Reference Page 1 - Condition 16): 40' L x 1/2" W x 3/4" D, cosmetic patch bond. (See VT-1iC Report VT-07-227)Item #11 (Reference Page I - Condition 2): 8' L x 1/16" W, tendon service cracking. (See VT-1 C Report VT-07-227)Item #12 (Reference Page 1 - Condition 1): 19' L x 12" W x 1" D, spalling. (See VT-1C Report VT-07-227)

NuclearGo'lea: onCroup

Supplemeiinal ReportReport No.:

Page:

Summary No.: Li1.111.00111


Examiner: Sennett, Charles TOther: N/A

POXfzzLevel: II

Level: II

Level: N/A


Site Review: Rick Portmenn

ANII Review: Tom Wyatt. ANI*--0

VT-07-107

3 of 3

Date:

Date:Date: 1m

Comments:

Sketch or Photo: L:\Engineertng\Tech Services\ISI IWE & lWLXPhotosX2007 RMS IWL PhotosMIBCN-0011 .jpg

<4

Nu Visual Examination of IWL (VT-IC)

Site/Unit: CR3 / 3 Procedure: NAP-02 Outage No.: RFOIWE


Workscope: ISl Work Order No.: Page: 1 of 15

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: L-A/L1.11 Location: EL 167' to 26T 6"



Component ID: RBCN-001 1



Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, S oiht.

Inspected From: Outside Containment ) Gallery/Pits 0 Both 0

Light MetrL Mig.: GE Lighting Serial No.: 0699 ..- 375) Illumination: > 2001tc

Light Verification Times: Cal In F 0915 I 1205 / 1300 Cal Out 1645



Coated Areas s Non-Coated Areas .XSSee See


1) Spalling - - 12) Reinforcing Bar Corrosion - - X

2) Cracking - - - 13) Rust Bleeding - - -

3) Delaminations - - X 14) Tendon Surface Cracking - - - X

4) Honeycomb - - . 15) Efflorescense X - A.5) Water In Leakage - - X - 16) Cosmetic Patch Bond - - - .6) Chemical Leaching X - X - 17) Voids - A.7) Popouts - - X 18) Erosion - - . -

8) Deflection X - - 19) Pitting X - .9) Staining - - - X 20) Abrasion X - -

10) Discoloration - - X - 21) Segregation X - -

11) Vibration Damage - . - 22) Other - - - A.Comments:SIE SUPPLEMENTAL REPORT

Rosults: Accept E] Reject 0] EvaJ RJ pJeg •pjp


lExaminer Level II /•' Sign~re Date Reviewer gaure OatsSonnler, Jason B. 14,4--11/13/2007 Joe Lose, PE -*I|Examiner Level II .... ,_" . Date Site Review re/{' Bennett, Chares~lle .,. /1/13/2007 Rick Portmann I 40 Dt

Other Level N/A DateeANII Review

NSupplemental Report

Report No.: Vr.07-227

Page: 2 of 15


Examiner. Sonnier, Jason B. 7 Level: I1 Reviewer: Joe Lose, PE j Date: .-z..

Examiner Benet ChresT. Level: 11 Site Rve:Rick Portmanem 9 Date:

Other: WA Level: WA ANII Review: Tom Wyatt, ANII Dale:

Comments:

item #1 (Reference Page 1 - Condition 16): 3' L x 1" W x 1/4" D, cosmetic patch bond and exposed wire. (See VT-3C Report VT-07-107)

Item #2 (Reference Page 1 - Condition 16): 2" L x 1/40 W, cosmetic patch bond and exposed wire. (See VT-3C Report VT-07-107)Hem #3 (Reference Page 1 - Condition 22): 2" long exposed wire. (See VT-3C Report VT-07-107).item #4 (Reference Page I - Condition 2): tendon service cracking, tendons 8 10 thin S 21, 12" L x 1/16"W (See VT-3C ReportVT-07-107)Item 05 (Reference Page I - Condition 22): 1" long exposed wire (See VT-3C Report VT-07-107).item #6 (Reference Page 1 - Condition 22): 3" long exposed wire. (See VT-3C Report VT-07-107).ihem #7 (Reference Page I - Condition 16): 3' L x 3/4" W x 114' D cosmetic patch bond and exposed wire.. (See VT-3C ReportVT-07-1 07).Item #8 (Reference Page I - Condition 7): 3' L x I 1/2" W x 1" D, Popout from grouted area. (See VT-3C Report VT-07-107)Item #9 (Reference Page I - Condition 1): 12' L x 7' W x 2 1/2" D, spalling. (See VT-3C Report VT-07-107)hem #10 (Reference Page i - Condition 16): 40' L x 1/2' W x 3W4" D, cosmetic patch bond. (See VT-3C Report VT-07-107)item #11 (Reference Page 1 - Condition 2): 8' L x 1/16" W, tendon service cracking. (See VT-3C Report VT-07-107)hem #12 (Reference Page 1 - Condition 1): 19' L x 12" W x 1" D, spalling. (See VT-3C Report VT-07-107)

NudearGmnsrabonGrou~p

Supplemental Report


Page: 3 of 15

Summary No.: Li .11.0011


Examiner: Bennett, Charles 1

Other. WA

g'fs Lr. Axr

Level: II

Level: N/Level: W/A


Sile Review: Rick Porlmann


--44Cýf Date:

Date:/

Date:_____

Comments: PHOTOS FOR ITEM #10

POOR QUALITY COPY

Sketch or Photo: L\Engineerdng\Tech SenviceslSI IWE & IWL\Photos%2007 R15 IWL Photos\VT-07-227-1.JPG

L:.Engneering~Tech Servlces¶JSI IWE & IWL'.PhotoMMOO R15 IWL PhotosVT.07.227-2.JPG

~b NudearGeneratioiGrauip

Supplemental Report


Page: 4 of 15


Exarknev. Sonnief, Jalson B.

Examiner: Bennett, Charles 1

Other: N/A

r.:16• Level,: 1

Level: II

Level: N/A




Date:

Date:

Date:fern

dl"

Comments: PHOTOS FOR ITEM #10 (LEFT) AND ITEM #7 (RIGHT)

POOR QUALITY COPY

Sketch or Photo: L:\Engineerfng\Tech ServlcesVSI IWE & IWL\Photos\2007 R15 IWL Photos\VT-07-227-3.JPG

L:AEngtfleeringlTech Servtcea'JSI IWE & IWLIPhotos'.2007 R1 5 IWL Photos\VT07-227-4.JPG

Group

Supplemental Report


Page: 5 of 15




Other: N/A

165 I Level: II

Level: U1

Level: N/A

Reviewer. Joe Less, PE

Site Review: Rick Ptmasnn

ANII Review: Tom Wyatt, ANI Jr

qýi Date:

Date: ,f ,,

Date:


POOR QUALITY COpy

Sketch or Photo: L:\Engineering\Tech Servlces'4JSI IWE & IWL\Photos-2--7 R15 IWL Photos\WT.-07227-5.JPG

LNEng1neeringTeM ServicesMSI IWE & IWUPhotoMM7 R15 IWL Photos\VT-07-227-6.JPG

N.ucea,Gerno ato-6 ojp

Supplemental Report


Page: 6 of 15


Examiner: Sonnler, Jason B.


Other: N/A

-9 TZ

10VLevel: II

Level: II

Level: N/A


Site Review-. Rick Portmann

ANII Review: Tom Wyatt, ANII 0ýA eDate: k- V-)Date:

Date: z'/zhý

Comments: PHOTOS FOR ITEM #8)

POOR QUALITY COPY

Sketch or Photo: L:\Engtneerlng\Tech ServicesftSi IWE & IWL\Photos\2007 R15 IWL PhotosVT-07-227-7.JPG

L-AEngineeringNTech Services\iSl IWE & IWL\Photos\2007 RI5 MI. Photos\VT-07-227-8.JPG

Grow~a Supplemental Report


Page: 7 of 15




Other: N/A

Level: II

Level: II

Level: N/A

Reviewer: Joe Lose, PE 0



Date: iAIz.0)Date: I - ,

Date: f//".7


Sketch or Photo: L.Englneed1ng\Tech Servnces\ISI IWE & IWL\Photos•.O007 R15 IWL Photos\VT-0?-227-9.JPG

L;\EngineerlngýTech Seivices\JSI IWE & IWLkPhotos%2OO7 RIS IWL Photos\VT-07-227.iO.JPG

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GerterationGroup

Supplemental Report

Report No.: VT.07-227

Page: 8 of 15


Examiner: Sonnier, Jason a.

Examiner: Bennett, Chartas T.

Other: N/A

3?215VLevel: II

Level: II

Level: N'A

Reviewer: Joe Less, PE

Site Review: Rick Portmsnn

ANII Review: Tom Wyatt, AN|I

-P2ý Date: kTZ*O0

Date: IJ2?ycf47

/ Im


Sketch or Photo: L\Engineerfng\Tech ServlcesIlSt IWE & IWL\Photos\2O7 R15 IWL Photos\VT-07-227-11 .JPG

L:AEngIneoring\Tech ServicessISI IWE & 1WL\PhotcS'.2OO7 R IS IWL Pholos\WT-07-227-1 2.JPG

POOR QUALITY COY,'f

Gro~jpSupplemental Report


Page: 9 of 15



Examiner: Bennett, Chartea T

Other: N/A

I6J~. Level: II

Level: 11

Level: N/A

Reviewer: Joe Lese, PE

Site Review: Rick Poytmann


4-3ý Dale: __. __'__

Dale:

Date: L4221aL,,,

ii----=


Sketch or Photo: L:AEngineeding•Tech Senrces\ISI WE & IWL\PhotOs\2007 R15 IWL Photos\Vr-07-227-13.JPG

L:AEngln~eenng\Tech ServicesXUSl IWE & IWL\Photos'.20O7 R IS IWL Photos\VT-07-227-1 4.JPG

POOR OUALITY COLrY

NudlearGWt~afwbon

Supplemental Report


Page: 10 of 15


Examiner: Sonnfer, Jason B.

Examiner. Bennett, Charles T

Other: N/A

Level: II

Level: II

Level: N/A




A0- ý? Date:

Date: '/,4, ,,'.-

Date: _________


Sketch or Photo: L:\Englneedng\Tech ServicestSI IWE & IWLPhotos\2007 R1S IWL Photos\VT07-227-15.JPG

LAIEnglneeringkTech ServicesMSi IWE & IWL\Photos\2007 RI 5 IWL PhotoSkVT-O7.227.1 S.JPG

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Nudoat

GroupSupplemental Report


Page: 11 of 15

Summary No.: 1.111.0011


Examiner Bennett, Chades T.

Other: N/A

Level: II

Level: II

Level: N/A




a Date: A.z7'. o

Date: 0•D4 >.

Date:


Sketch or Photo: L:EngIneering\Tech ServceskISI IWE & IWL\Photos\2007 RI5 IWL Photos\V'T-O7-227-19.JPG

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A.

.Mar-

S ~~%.'4 U~S I I ~ I

~j~~Grouv 6.,sss~ionSupplemental Report


Page: 12 of 15




Other N/A

Level: II

Level: II

Level: N/A



ANII Review: Tom Wyatt, AN]

Dale: •l'2Zc?

Date: /l 4Date: /i/s


Sketch or Photo: LEngnoertng\Tech Services\tSI IWE & IWL\Photos\2007 RPS IWL Photos\VT-07-227-21.JPG

L:\EngineeringTech ServicesMSI IWE & lWL\Photos\20O7 RIS IWL Photos\VT-O7-227-22.JPG

14kOr-.- . *,

POOR QUALITY COPY

GenrsownSupplemental Report

Report No.:

Page:


Examiner: Sonnler, Jason B.

Examiner: Bennett, Charles T

Other: N/A

Level: II

Level: II

Level: N/A




VT-07-227

13 of 15

Date: tz.2..)

Date:

Date: 7


Sketch or Photo: L:\Englneernng\Tech SefvlcesJSI IWE & IWL\Photos2007 R15 IWL Photos\VT-07.227-23.JPG

LAEng1neertnq\Tech Services\lSI IWE & IWLIPJhotos.2O07 R15 IWI Phiotos\VT-O7-227-24.JPG

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Grow~Supplemental Report

Report No.: VT.07.227

Page: 14 of 15



Examiner: Bennett, Chades T.

Other: N/A

-5eýj5W000,

Level: II

Level: 11

Level: N/A




Date:

Date:

Date:


Sketch or Photo: L:\Eng0neeirng\Tech Services\lSI IWE & IWL\Photos\2,X7 RI5 IWL Photos\VT-07-227.25.JPG

L:AEngIneeilngkTech ServicesklSl IWE & IWL\Photos\20O7 RI 5 IWL Photos\VTO07-227-28.JP%3

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Nudmai Supplemental Report


Page: 15 of 15

Summery No.: Li .11.0011


Examiner: Bennett, Charles T

Other. N/A

M

-76j"'

Ay",

Level: II

Level: II

Level: N/A



ANII Review: Tom Wyatt, ANI1

-44f16V'4'ý-4w-

Date: A.'Z-4. 01)

Date:

Date: 4g127 z,


Sketch or Photo: L:AEnglneeringkTech ServiceslSI IWE & IWL\Photos\20O7 R15 IWL PhotosVTO07*227*28.JPG

POOR QUALITY COI-'Y

Nu Visual EGell erato-G-Oup

Site/Unit: CR3 / 3

Summary No.: L1.11.0012 Pr

Workscope: ISl Wo

Code: ASME 1992 Ed. Thru 92 Ad. CatJIltem:

Drawing No.: S-425-002 Di




xamination of IWL (VT-3C)

Procedure: NAP-02

cedure Rev.: 2

rk Order No.: 681043

L-A/L1.11 Location:


Outage No.: RFO154WE


Page: 1 of 3

EL 149' to EL 267 6



inspected From: Outside Containment G Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (T1"-375) Illumination: > 200ftc

Light Verification Times: Cal In W 0830 / 1205 I 1300 Cal Out ,j 1645



Coated AreaR s Non-Coated Areas X........... mSee See


1) Spalling X - . 12) Reinforcing Bar Corrosion X - - -

2) Cracking X - - 13) Rust Bleeding .I. - -

3) Delaminations X - - 14) Tendon Surface Cracking • - -

4) Honeycomb - - 15) Effmorescense X . ..

5) Water In Leakage • - - - 16) Cosmetic Patch Bond - -

6) Chemical Leaching . - - - 17) Voids - -

7) Popouts 1 - -) Erosion . - -

8) Deflection X - - - 19) Pitting K. - -

9) Staining X - - - 20) Abrasion - -

10) Discoloration X - - 21) Segregation . - -

11) Vibration Damage X - - 22) Other - - X

Comments:RECORDING CRITERIA PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 9-4-01. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).

Results: Aocept [] Rejecl ] Eval W] " ds5 0/

Percent Of Coverage Obtained > 90%: MA Reviewed Previous Data: Yes

Signature

GoneruiciG-ou

Supplemental Report


Page: 2 of 3


Examiner LeBlanc, Marc J. tJl- Level

Examiner Duplechain, Lenus F. (,o Level

Other N/A Level N/A




Date: t.,' o')

Date:

Date: 1 _Z

Comments:

ITEM I - (REFERENCE PAGE 1 - CONDITION 16) 1 X 8" GREASE LEAK COMING FROM COSMETIC PATCH BOND THAT RUNSFROM BUTT 6 TO BUTT 1. (SEE VT-3C REPORT VT-07-230)

(

Nudu. •Supplemental Repc


Sketch or Photo: L:\EngineeringNTech Services'lSI IWE & IWL\Photos2O07 R15 WL Photos\RBCN.0012.jpg

•rtReport No.:

Page:

VT-07-108

3 of 3

i

t

NudurGewuauor.( bGroup

Site/Unit: CR3 I

Summary No.: L1.

Visual Examination ot IWL (VT-IC)

3

11.0012

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outago No.: RFO15-IWE


Page: 1 of 2Workscope: 'SI

Code: ASME 1992 Ed. Thru 92 Ad. Cattltem: L-A/L1.11 Location: EL 149 to EL 267 6'






Visual Equipment/Aids: 1/10' & 1/32" SCALE, FLASHLIGHT, TAPE MEASURE & SPOTLIGHT

Inspected From: Outside Containment (j) Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Ughting Seral No.: 0699 M21-3375) illumination: ,200ftc

Light Verification Times: Cal In 5 0630 / 1205 I 1300 Cal Out V 1645




Accept Reject WA Comments Accept Reject N/A Comments

1) Spalling - - ) 12) Reinforcing Bar Corrosion f X

2) Cracking X - - 13) Rust Bleeding - - -

3) Delaminations A - - 14) Tendon Surface Cracking - - X


5) Water In Leakage - - - 16) Cosmetic Patch Bond X - X

6) Chemical Leaching - - - 17) Voids .X7) Popouts - - - 18) Erosion - - -

8) Deflection IL - '19) Pitting - - X

9) Staining - X - 20) Abrasion K10) Discoloration -X - 21) Segregation - - -

11) Vibration Damage - - X - 22) Other X - -

Comments:


Results: Accept 0] Reject [] Eval Wj AJCR ,256 010Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

5imminer Level 11 Signature Date Reviewer Signature DateLeBlanc, Marc J. 11/13/2007 Joe Lese,PE 3k. !,m- 0,7

5.mie ee tS tr.Date Site Review Sg ture DateDuplechain, LenusF. _111312007 Rick Portmann S07

J Other Level N/A 'I•gnature Date ANII Review Si ture QateN/A ITom Wyatt, AMI, 4'2r

c~ NuCearGenuraz~wG604.P


Page: 2 of 2


Examiner: LeBlanc. Marc J. AI,

Examiner: Duplechain, Lenus F.

Other: NIA

Level: II Reviewer: Joe Lese, PE

Level: 11 Site Review: Rick Portmann

Level: NA ANII Review: Tom Wyatt, ANII

Date:

Date:

Date:

Comments: ITEM I - (REFERENCE PAGE 1 - CONDITION 16) 1" X 8" GREASE LEAK COMING FROM COSMETIC

PATCH BOND THAT RUNS FROM BUTT 6 TO BUTT 1. (SEE VT-3C REPORT vr-07-230)

POOR QUALITY COPY

Sketch atPhoto: L:*EngineringkTech ServncesUSlI[WE& iWLlphtuosl2O07 RIS1WL PhatosVT-O7-23O-1 JPG

Nuftad Visi/Gemad•,

Site/Unit: CR3 1 3


Worksoope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFOS-IWE


Page: 1 of 3

Code: ASME 1992 Ed. Thru 92 Ad. Cat Jtem: L-A/L1.11 Location: EL 149' to EL 267 6"



Component ID: RBCNt.0013


Resolution: 1/10th of an Inch, Surface Condition: As Found

Visual Equipment/Aids: Flashlight, 6' Scale, Binoculars, Tape Measure, Spotlght.


Light Meter Mfg.: GE Lghting Serial No.: 0699 (TI-3375) Illumination: >200ftc

Light Verification Times: Cal In 2 0830 I 1205 / 1300 Cal Out [ 1645

Visual Examination: DirectlRemote


Coated Areas Non-Coated Areas .X.See See


1) Spolling I . ! 12) Reinforcing Bar Corrosion - - 12) Cracking X - - - 13) Rust Bleeding .. - - I3) Delaminations .• !- - 14) Tendon Surface Cracking X ! - i

4) Honeycomb - - - X 15) Efflorescense X ! -

5) Water In Leakage K - - - 16) Cosmetic Patch Bond - -

6) Chemical Leaching X - - - 17) Voids X.7) Popouts .L - - - 18) Erosion .. - - i

8) Deflection - - - 19) Pitting - -

9) Staining X - i 20) Abrasion X - -

10) Discoloration X - - l 21) Segregation - - -

11) Vibration Damage ,. - - - 22) Other - -

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 0944-01. THE FOLLOWINGCHANGES TO PREVIOUSLY IDENTIFIED CONDTIONS NOTED (SEE SUPPLEMENTAL REPORT).

Results: Accept [] Reject -] Eval 2 AJ1CA d• 0 9/0Percent Of Coverage Obtained > 90%: N/A Reviewd Previous Data: Yes

Examiner Level 1I Signature Date Reviewer Signature DateLeBlanc, MalrcJ. • • '•" 11/1312007 Joe Lese, PE k,-.Examiner Level 11 17.._ - Sidbature Date Site Review . .if nature to

Duplechaln, Lenus F., 1• 2007 Rick Portmann

Other Level N/A Signature Date ANil Review nature DateIN/A .. Tom Wyat AN1

I . I

(~ NudgarGeioarjon

mjk3 GroupSupplemental Report


Page: 2 of 3


Examiner LeBlanc, Marc J. /4[L Level

Examiner: Duplechain, Lenus F. I.,-) Level

Other: N/A Level

II: II

SN/A


Site Review: RickPotmann

ANII Review: Tom wyatt AN. I

Date: -Li.d)

Date:

Date:

Comments:

ITEM I -(REFERENCE PAGE 1 - CONDrON 1) SPALL 13" X 5" (SEE VT-IC REPORT V'.07-229).

ITEM 2 - (REFERENCE PAGE 1 -CONDmON 1) SPAL, 14- X 6- (SEE VT-IC REPORT VT-07-229).

Rudur, Supplemental Repc/II~l d qGensm°,o.

Group


Sketch or Photo: L:\Engneering\Tech ServicesiSI WE & IWLhPhotosh2OO7AiBIWIPhotos\RBCN-O013.jpg

)rtRepor No.: VT-07-109

Page: 3 of 3

Nucer Visual Examination of IWL (VT-IC)Geneiati

Site/Unit: CR3 I 3 Procedure: NAP-02 Outage No.: RFO15-1WE


Wodkscope: IsI Work Order No.: 681043 Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: L-A/L1.11 Location: EL 149' to EL 267' 6"





Resolution: 0.0440 Character Card Surface Condition: As Found

Visual Equipment/Aids: 1/10" & 1/32" SCALE, FLASHLIGHT, TAPE MEASURE & SPOTLIGHT


LUght Meter Mfg.: GE Lighting Serial No.: 0699'(TI-3375) Illumination: >200ftc

Light Verification Times: Cal In &a 0830 1 1205 I 1300 Cal Out [ 1645



Coated Areas - Non-Coated Areas .X.See See


1) Spalling - - - 12) Reinforcing Bar Corrosion - - - X2) Crocking - - X 13) Rust Bleeding - - . -

3) Delaminations - - - 14) Tendon Surface Cracking I- -

4) Honeycomb - - - . 15) Effiloresconse X- - X5) Water In Leakage - X - 16) Cosmetic Patch Bond X -

6) Chemical Leaching - -- .X 17) Voids - - -

7) Popouts I - X 18) Erosion -. -

8) Deflection - - X - 19) Pitting I- -- X9) Staining - - 20) Abrasion - - X -

10) Discoloration - - A - 21) Segregation - - X -

11) Vibration Damage - - - 22) Other - - -

Comments:


Results: Accept - Reject [0 Eval 0 ,(J ' lS•- 0/CPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level II Signature Date Reviewer Pignature DaleLeBlanc, Marc J. 0 ' " 11/13/2007 Joe Lese, PE L . .t

Examiner Level IIature Date Site Review Dtuptechain, LnuS F 1111Sf2007 Rick Portmann

SOtthuer Level WA Signature Date ANII ReviewNWA Tom Wyatt, ANtI

(~ NucisarGemaboauGroup

Supplemental Report

Report No.:

Page:


Examiner. LeBlanc, Marc J. f4li'L Level

Examiner Duplechain, Lenus F. L J) Level

Other N/A Level I:WA



ANII Review: Tom Wyatt, ANIIa

VT-07.229

2 of 2

Date:

Date: Jz~Date: tiv

Comments:

ITEM 1 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 13" X 5- (SEE VT-3C REPORT VT-07-109).

ITEM 2 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 14" X 6- (SEE VT-3C REPORT VT-07-109).

Nudear Vis~Geomrtior,

Site/Unit: CR3 1 3


Workscope: ISI


Procedure: NAP-02

Procedure Rev.: 2




Page: 1 of 3

Code: ASME 1992 Ed. Thru 92 Ad. CalJItem: L-A/L1.11 Location: EL 119' to EL 276' 6



Component ID: RBCN-0t14




Inspected From: Outside Containment (® Gallery/Pits 0 Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (T1-3375) Illumination: > 200ftc

Light Verification Times: Cal In Vj 0830 / 1205 I 1300 Cal Out [ 1645

Visual Examination: DirectlRemote


Coated Areas - Non-Coated Areas KSee See


1) Spalling - A _ _ 12) Reinforcing Bar Corrosion . - - -

2) Cracking - -- 13) Rust Bleeding X - - -

3) Delaminations I - - - 14) Tendon Surface Cracking X - - -

4) Honeycomb - - . 15) Efflorescense - - -

5) Water In Leakage X - - - 16) Cosmetic Patch Bond X - -

6) Chemical Leaching X _ - - 17) Voids - - _

7) Popouts - X - 18) Erosion - - -

8) Deflection - - 19) Pilting . - - -

9) Staining X - - - 20) Abrasion ) -- -

10) Discoloration - - - 21) Segregation X - - -

11) Vibration Damage X - - - 22) Other - - ..

Comments:RECORDING CRITERIAL PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4/01. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).

Results: Accept [] Reject [] Eval WV 0) 9 141


Examiner Levelu 11signtlure Dale Reviewer gnatur Date

LeBlanc, Marc J. 11/13/2007 Joe Lose, PE t. .Examiner Level 11 ,S- ' nrtatur.e Date Site Review . -- natte ate

Duplechaln, Lenus F. "1W3/2007 Rick PortmannOther Level rVA "Signature Date ANII Review T.. f gnalgre ate

A Tonm Wyat, ANII/

(

~h NgdearGe-zmj

Supplemental Report

Reporl No.: VT-07-1 10

Page: 2 of 3

Summary No.: U1.11.0014

Examiner: LeBlanc, Marc J. L)1.SL Level

Examiner: Duplechain, Lenus F. Lb Level

Other: N/A Level

II

hN/A




Date: A.1.1. -el

Date: 2/.d..

Date:

Comments:

ITEM I - (REFERENCE PAGE 1 - CONDITION 7) POPOUT 3- X 4" X 1 (SEE VT-1C REPORT 07-228)

ITEM 2 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 13" X 8" (SEE VT-IC REPORT 07-228)

ITEM 3 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 29" X 12" (SEE VT-IC REPORT 07-228)

ITEM 4 - (REFERENCE PAGE I - CONDITION 1) SPALL 27" X 6" (SEE VT-IC REPORT 07-228)

Nucsar Supplemental RepcGroup


Sketch or Photo: L\Engineering\Tech SorvecesUlSI IWE & IWLUPhotos\2007 RIS IWL Photos\RBCN-O014.jpg

)rtReport No.: VT-07-110

Page: 3 of 3

~flZW

or 1W 1W

~utIESSe~

NVisual E/IIUIIII'Ge'wa=•,

Site/Unit: CR3 3

Summary No.: L1.11.0014 Pr•

Wou, scope: IS11 Wo

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem:

Drawing No.: S-425-001 Di


Component ID. RBCN-0014


xamination of IWL (VT-i C)

Procedure: NAP-02

:cedure Rev.: 2

irk Order No.: 681043

L-A/LI .11 Location:



Repoct No.: VT-07-228

Page: 1 of 2

EL 119' to EL 276' 6"


Visual Equipment/Aids: 1/10" & 1/320 SCALE, FLASHUGHT, TAPE MEASURE & SPOTLIGHT

Inspected From: Outside Containment (13 Gallery/Pits 0 Both 0

Light Meter Mtg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ttc

Light Verification limes: Cal In [ 0830 / 1205 / 1300 Cal Out q 1645





1) Spalling L - - 12) Reinforcing Bar Corrosion X -

2) Cracking L - - X 13) Rust Bleeding - - -

3) Delaminations A - A - 14) Tendon Surface Cracking - - -

4) Honeycomb - - .XJ 15) Efflorescense - - - X

5) Water In Leakage - - - 16) Cosmetic Patch Bond - - .. -

6) Chemical Leaching _ - 17) Voids A. -

7) Popouts - - - A. 18) Erosion X -

8) Deflection - - A, - 19) Pitting - - -

9) Staining -- X - 20) Abrasion - . -

10) Discoloration - - X - 21) Segregation X - . -

11) Vibration Damage - - X " 22) Other - - - X


Results: Accept [3 Reject [3

Percent Of Coverage Obtained > 90%:

Eval A 25j 010/ON/A Reviewed Previous Data: Yes

hudearGO-aw.'s~aGroUP

Supplemental Report


Page: 2 of 2


Examiner LeBlanc, Marc J. flv - Level

Examiner Duplechain, Lenus F. 1I) Level

Other: N/A Level

/II

I: i

:N/A


Site Review: Rick Portmann k, .j

ANII Review:. Tom Wyatt, ANII Xf

Date: W\..d)

Date: L

Date: /

Comments:ITEM 1 - (REFERENCE PAGE 1 - CONDITION 7) POPOUT 3- X 4- X I" (SEE VT-3C REPORT 07-110)

ITEM 2 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 13" X 8- (SEE VT-3C REPORT 07-110)

ITEM 3 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 29- X 12- (SEE VT-3C REPORT 07-110)

ITEM 4 - (REFERENCE PAGE 1 - CONDITION 1) SPALL 27- X 6- (SEE VT-3C REPORT 07-110)

Nudsar VisGonclabonGmw

Site/Unit: CR3 3


Workscope: ISI


Procedure: NAP-02

Procedure Rev.: 2




Page: 1 of 4

Code: ASME 1992 Ed. Thru 92 Ad. Cat.Item: L-A/L1.11 Location: EL 119' to EL 267" 6"






Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, SpotlighL

Inspected From: Outside Containment (j) Gallery/Pits 0 Both 0Light Meter Ng.: GE Lighting Serial No.: 0699 (M1-3375) Illumination: > 200ftc

Light Verification Times: Cal In ] 0830 I 1205 I 1300 Cal Out ] 1645





1) Spalling - X - - 12) Reinforcing Bar Corrosion - X - -

2) Cracking - X - - 13) Rust Bleeding X - - -

3) oelaminations 1 - 14) Tendon Surface Cracking X - - -

4) Honeycomb - X 1 - 15) Efflorescense - - -

5) Water In Leakage X - - - 16) Cosmetic Patch Bond - X - -

6) Chemical Leaching X - - 17) Voids X - - -

7) Popouts - . - - 18) Erosion X - -

8) DefleCtion 1 - - - 19) Pitting X - -

9) Staining - - - 20) Abrasion X 1 - -

10) Discoloration X - - - 21) Segregation X - - -

11) Vibration Damage - -22) Other- X - -

comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. THE FOLLOWING CHANGES

TO PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)

Results: Accept [] Reject [] Eva) R CR 25/6, 010Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer Signature DateKomara, Bemard P. 4 , , , 11/13/2007 Joe Lese, PE A . . .1cr)Examiner Level II Signature Date Site Review e.t nare 1DateLeBlanc, Marc J. 11/13207 Rick Portmann r,

Other Level I11 Siature Date ANI, Review . 9C anre DateBennet Charles T t13/M7 Tom Wyat ANII ,IfIti Y-0

(.

Nudeat Supplemental ReportReport No.: VT-47-111

Page: 2 of 4


Examiner Komara, Bernard P. 0p/le Level: III Reviewer Joe Lese, PE Date:

Examiner: LeBlanc, Marc J. ,fl ,t Level: ,1 Site Review: RickPortmann Date:

Other Bennett, CharlesT. Level: I1 ANII Review: Tom Wyatt, ANII Date:,4//1,6

Comments:

Item #1 (Reference Page 1 - Condition 01): 9"L X 6" W (maximum) X 1/2" Deep (maximum): Spail. (See VT-lC Report VT-07-289).Item 02 (Reference Page 1 -Condition 12, 22): Reinforcing bar corrosion. Other - wood embedment in concrete, nailembedment In concrete. (See VT-i C Report VT-07-289).Item #3 (Reference Page 1 - Condition 22): Other - Nail embedment In concrete, exposed tie wire in concrete. (See VT-1 CReport VT-07-289).Item #4 (Reference Page 1 - Condition 12): Reinforcing bar corrosion. (See VT-I'C Report VT-07-289).Item #5 (Reference Page 1 - Condition 12): Reinforcing bar corrosion. (See VT-1 C Report VT-07-289).Item #6 (Reference Page 1 - Condition 22): Other - Nail embedment In concrete, metal corrosion. (See VT-I C Report VT-07-289).Item #7 (Reference Page 1 - Condition 22): Other - Nail embedment In concrete. (See VT-IC Report VT-07-289).Item #8 (Reference Page I - Condition 07,22): 2" Diameter X 1/2" Deep (maximum): Popout, wood embedment in concrete.(See VT-i C Report VT-07-289).)Item #9 (Reference Page I - Condition 22): Other - Nail embedment In concrete, metal corrosion. (See VT-iC Report VT-07-289).Item #10 (Reference Page I - Condition 09): Staining (rust). (See VT-1C Report VT-07-289).item #11 (Reference Page I - Condition 01, 22): T'L X 1-1/2" W (maximum) X 1/2" Deep (maximum) Spoil; end 4"L X 1" W(ataximum) X 1/2" Deep (maximum) Spall; and Embedded boxes in concrete; and nail embedment In concrete. (See VT-iCReport VT-07-289).Item #12 (Reference Page 1 - Condition 02): 40"L X 5/8" W X 1/2" Deep: Cracking. (See VT-IC Report VT-07-289).Item #13 (Reference Page I - Condition 09): Staining (rust). (See VT-'C Report VT-07-289).Item #14 (Reference Page 1 - Condition 02): 24"L X 1/8" W X <1/2" Deep: Cracking. (See VT-iC Report VT-07-289).Item #15 (Reference Page 1 - Condition 22): Other - Nail and tie wire embedment in concrete. (See VT-iC Report VT-07-289).Item #16 (Reference Page 1 - Condition 22): Other - wood embedment in concrete. (See VT-IC Report VT-07-289).Item #17 (Reference Page I - Condition 09): Staining (rust). (See VT-'C Report VT-07-289).Item #18 (Reference Page 1 - Condition 16): 4"L X 2-1/4" W X 1/2" Deep: Displacement of cosmetic grout patch over previouslyexisting spail. (See VT-iC Report VT-07-289).Item #19 (Reference Page 1 -Condition 1): 9-1/2"L X 3" W X 2-1/2" Deep: Spall. (See VT-iC Report VT-07-289.

(

NSupplemental Report~Groip

Report No.: VF-07-1 11

Page: 3 of 4

Summary No.: 1.11.0015

Examiner: KomaBenardP Level: iI Reviewer: Joeas, PE Date: .4e7

Exarn~ner. LeBlanc, Marc S. 1J 1 y. Leve$- It Site Review*.Rc Potmnni~~ Datwle: IOOther Bennett, Charles T. Level: II ANII Review: Tom Wyatt, ANi Date: aL/2"/•'

Comments:

Item #20 (Reference Page 1 - Condition 1): 12"L X 6 W X 5/8" Deep: Spell. (See VT-oC Report VT-07-289).Item #21 (Reference Page I - Condition 1): 6"L X 6" W X 5/8" Deep: Spell. (See VT-iC Report VT-07-289).tem #22 (Reference Page I - CondItion 1): 8"L X 4" W X 1" Deep: Spell. (See VT-IC Report VT-07-289).Item #23 (Reference Page 1 - Condition 1): S"L X 8" W X 3/4" Deep: Spell. (See VT-i C Report VT-07-289).Item #24 (Reference Page 1 - Condition 22): Other - wood embedment In concrete. (See VT-1C Report VT-07-289).Item 2•5 (Reference Page 1 -Condition 09): Staining (mrst). (See VT-IC Repoyt VT.07-289).Item #26 (Reference Page 1 -Condition 09): Staining (rust). (See VT-IC Report VT-07-289).Item #27 (Reference Page 1 - Condition 1, 16): 30'L X 4" W X ½" Deep: Spell; displacement of cosmetic grout patch overpreviously existing spall. (See VT-1 C Report VT-07-289).Item #28 (Reference Page 1 - Condition 02): 72"L X 3/16" W X 1/8" Deep: Cracking. (See VT-1C Report VT-07-289).Item #29 (Reference Page 1 - Condition 07): 1" Diameter X 1/2" Deep (maximum): Popout. (See VT-1C Report VT-07-289).Item #30 (Reference Page 1 - Condition 4,22): 6'L X 2" W X ½" Deep: Honeycombfcold Joint area with wire embedment (SeeVT-IC Report VT-07-289)Item #31 (Reference Page 1 - Condition 02, 09): Cracking (continuation of intermittent condition described In Item 12), Staining(rust). (See VT-1C Report VT-07-289).Item #32 (Reference Page I - Condition 12, 16): Reinforcing bar corrosion; displacement of cosmetic grout patch overpreviously existing spell. (See VT-iC Report VT-07-289).item #33 (Reference Page I - Condition 09, 22): Staining (rust). Other - elastomer separation. (See VT-1 C Report VT-07-289).item #34 (Reference Page I - Condition 16): 2" L X ½" W: Displacement of cosmetic grout patch over previously existing spell.(See VT-lC Report VW-07-289).Item #35 (Reference Page 1 - Condition 1, 16): 4"L X 6" W X %" Deep: Spell; displacement of cosmetic grout patch overpreviously existing spall. (See VT-iC Report VT-07-289).item #36 (Reference Page 1 - Condition 1): S'L X 4" W X 1-1/2" Deep: Spell. (See VT-I C Report VT-07-289).item #37 (Reference Page 1 - Condition 09): Staining. (See VT-iC Report VT-07-289).

Inaccessible Areas:None

(

c~ NucgarGonara~on

Summary No.: 1-1.11.0016

Supplemental ReportReport No.: VTr07-1 11

Page: 4 of 4

SY~etCtiOT PhOWo L:*Engrnwing\TadMS~iers'SI ME &M PhctcM2007 Ri5WL Phift\sR9Ct-OO15.ig

I00X,, O "TENDON~FOR LOCATION.•,,<• ••,•" SEE DWGS. S-.

3,cI

I -

* NOW, Visual Examination of IWL (VT-iC)0u u~ GeiM ajo

Site/Unit: CR3 I Procedure: NAP-02 Outage No.: RFO15-4WE


Workscope: ISI Work Order No.: 681043 Page: 1 of 12

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: L-A/L1.11 Location: EL. 119' to EL 26r 6"



Component ID: RBCN-O15





Light Meter MFg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In •j 0830 I 1205 1 1300 Cal Out J 164S



Coated Areas - Non-Coated Areas .XSee See


1) Spalling - - - 12) Reinforcing Bar Corrosion - - - .

2) Cracking - - j. 13) Rust Bleeding X - -

3) Delaminations - .. - 14) Tendon Surface Cracking - - X

4) Honeycomb X - - 15) Etftorescense - . -

5) Water In Leakage - - X 16) Cosmetic Patch Bond - - -

.6) Chemical Leaching - A - 17) Voids A.7) Popouts - - - .. 18) Erosion A -

8) Deflection - - X 19) Pitting - -

9) Staining - - - . 20) Abrasion - - X

10) Discoloration - A - 21) Segregation - X11) Vibration Damage - - I - 22) Other - - - .

Comments:SEE SUPPLEMENTAL REPORT.

Results: Accept [] Reject {] Eval F6 JQ/e 25•o/(Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level III Signature Dale Reviewer S turn DateKomara, Bernard P. P,, 11/1312007 Joe Lse, PEExaminer Level II Signature Date Site Review atLe Date

LeBlanc, Marc J. ',,e• _.. 11/13/2007 Rick Portmann "'I D/te

Bennett, Charles 1. 11 3.007 Tom Wyatt, ANII 6ý. .•7

Nudear Supplemental ReportGenerrnior

Repon No.: VT-07-289

Page: 2 of 12


Examiner Komara ,Benard P.. Level i Reviewer. o e Oate:

Examiner: LeBlanc, Marc J. m / Level: II Site Review: Rick Portmann Date:

Other Bennett, Chaules T. Level: I. ANII Review: Tom Wyatt, ANII Date: !4 /,i'L

Comments:

Item #1 (Reference Page 1 - Condition 01): 9"L X 6" W (maximum) X 1/2" Deep (maximum): Spall. (See VT-3C Report VT-07-S11). VT-1C determined no exposed rebar or wire.

RE: Photo L:AEngineering\Tech ServicesUSI IWE & IWLPhoto%2007 R15 IWL Photo\VT-07-289-1.jpg.Item #2 (Reference Page 1 - Condition 12, 22): Reinforcing bar corrosion. Other - wood embedment In concrete, nailembedment In concrete. (See VT-3C Report VT-07-111). VT-IC determined that two (2) exposed rebars exhibit mediumcorrosion with no wastage. Wood embedment likely resulted from plywood lamination transfer onto the concrete surface (10"X 18" area). Three (3) nails were also noted. Note: Five (5) epoxy coated exposed are also located in this area.Item #3 (Reference Page I - Condition 22): Other - Nail embedment in concrete, exposed tie wire in concrete. (See VT-3CReport VT-07-1 11 ). VT-1 C determined no additional degradation to the concrete.Item #4 (Reference Page 1 - Condition 02, 12, 22): Cracking along the horizontal joint. Reinforcing bar corrosion, nailembedmenL (See VT-3C Report VT-07-1 11). VT-1C determined intermittent cracking along the horizontal joint, one (1) exposedrebar with light corrosion and no wastage. A nail was also identified in this area.RE, Photo L:XEngineerlng\Tech ServIces9%SI IWE & IWLUPhoto62007 R15 IWL Photo% VT-07-289-2.jpg Item #5 (Reference Page 1 -Condition 12): Reinforcing bar corrosion. (See VT-3C Report VT-07-1 11). VT-1C determined that an exposed rebar on the edgeof Buttress #3 between Grease Caps 40 and 41 exhibits medium corrosion with no wastage.Item #6 (Reference Page 1 - Condition 22): Other - Nail embedment in concrete, metal corrosion. (See VT-3C Report VT-07-

.111). VT-1C determined no additional degradation to the concrete. The angle iron on the edge of Buttress #3 exhibits lightrusting with no wastageRE: Photo L:AEngineering\Tech Services'JSI IWE & IWL'Photo\2007 RIS IWL Photos VT-07-289-3.ipg Item #7 (Reference Page 1 -Condition 22): Other - Nail embedment In concrete. (See VT-3c Report VT-07-1 11). VT-1 C determined no additional degradationto the concrete.Item #8 (Reference Page I - Condition 07,22): 2" Diameter X 1/2" Deep (maximum): Popout, wood embedment In concrete.(See VT-3C Report VT-07-111). VT-1C determined popout of a previous grout patch over rebar. Medium corrosion and staininghas resulted. It was also determined that there are plywood remnants in the center joint of Buttress #3 down to - elevation130'. No additional degradation to the concrete was noted.RE: Photo L:AEngineedngkTech Sefvices'1Sl IWE & IWL\Photo.2007 RI5 IWL Photo\ VT-07-289-4.jpg, VT-07-289-14.fjpgItem #9 (Reference Page I - Condition 22): Other - Nail embedment In concrete, metal corrosion. (See VT-3C Report VT-OT-111). VT-1C determined 8 nails total in the centerline of the horizontal joint. No additional degradation to the concrete wasnoted.RE: Photo L:AEngineering\Tech ServicesUSl IWE & IWLXPhoto\2007 R15 IWL Photo\ VT-07-289-5.jpg Item #10 (Reference Page 1- Condition 09): Staining (rust). (See VT-3C Report VT-07-111). VT-1C determined that the staining was from embedded metal.No additional degradation to the concrete was noted.Item #11 (Reference Page I - Condition 01, 22): 7'L X 1-1/2" W (maximum) X 1/2" Deep (maximum) Spail; and 4"L X 1" W(maximum) X 1/2" Deep (maximum) Spoll; and Embedded boxes in concrete; and nail embedment in concrete. (See VT-3CReport VT-07-111). VT-1C determined spalls were due to embedded cables near the embedded boxes. Multiple nail locationswere also noted as well as smaler Popout areas. No additional degradation to the concrete was noted.RE: Photo L.•Engineerlng\Tech ServiceslSl aWE & IWLlPhotod2007 RIS iWL Photo\ VT-07-2894.Jpg, VT-07-289-15.JpgItem #12 (Reference Page 1 - Condition 02): 40"L X 5/8" W X 112" Deep: Cracking. (See VT-3C Report VT-07-111). VT-1Cdetermined no exposed rebar or wire.RE: Photo L:AEngineering\Tech Serv|cesJSI IWE & IWL\PhotoN2007 RiS IWL Photo\ VT-07-289-7.jpgItem #13 (Reference Page 1 -Condition 09): Staining (rust). (See VT-3C Report VT-07-111). VT-1C determined that the staining

was from embedded nails. No additional degradation to the concrete was noted.

(

Nuaar Supplemental ReportGerwaW!r.~Group


Page: 3 of 12

Summary No.: L1.11.0015 A.A,Examiner: Komara, Bernard P. , Level: IIl Reviewer Joe Lese, PE 43 Date: Iq. .1

Examiner LeBlanc, Marc J. ort / Level: ,, Site Review. Rick Pertmann 1- ,,/ J9 Date:

Other. Bennett, Charles T. Level: 11 ANII Review: Tom Wyatt,4 ANII Date: le 7

Comments:

Item #14 (Reference Page 1 - Condition 02): 24"L X 1/8'" W X <12" Deep: Cracking. (See VT-3C Report VT-07-111). VT-ICdetermined no exposed rebar or wire.Item #15 (Reference Page 1 - Condition 22): Other - Nail and tie wire embedment in concrete. (See VT-3C Report VT-07-1 11)VT-1C determined no additional degradation to the concrete.item #16 (Reference Page 1 - Condition 22): Other - wood embedment In concrete. (See VT-3C Report VT-07-111). VT-iCdetermined that wood embedment on the bottom face of the ring girder likely resulted from plywood lamination transfer ontothe concrete surface (10" X 18" area).item 017 (Reference Page 1 - Condition 09): Staining (rust). (See VT-3C Report VT-07-111). VT-1C determined that the stainingwas from embedded metal No additional degradation to the concrete was noted.item #18 (Reference Page 1 - Condition 16): 4L X 2-1/4" W X 1/2" Deep: Displacement of cosmetic grout patch over previouslyexisting spell. (See VT-3C Report VT-07-1 11). VT-1 C determined no exposed rebar or wire.item #19 (Reference Page 1 - Condition 1): 9-112"L X 3" W X 2-1/2" Deep: Spell. (See VT-3C Report VT-07-1 I1). VT-1Cdeterndned exposed bearing plate surface with minor wastage of metal.RE: Photo L:%Engineenng\Tech ServicesJSI IWE & IWLPhotoW2007 RI 5 IWL Photo% VT-07-289-8.jpg Item 420 (Reference Page 1- Condition 1): 12"L X 6" W X 518" Deep: Spall. (See VT-3C Report VT-07-111). VT-IC determined no exposed rebar or wire,however there was rust staining present.RE: Photo L:,Engineerlng\Tech ServicesUlSI IWE & IWLPhotoW2007 R1 5 IWL Photo\ VT-07-289-9.1pg item #21 (Reference Page 1- Condition 1): 6"L X 6" W X 5/8" Deep: Spall. (See VT-3C Report VT-07-1 11). VT-1C determined no exposed rebar or wire.RE: Photo L:UEngineedng\Tech ServicesUlSI IWE & IWL•lPhotoW2007 RiS IWL PhOto\VT-07-289-10.jpg Item M22 (Reference Page1 - Condition 1): 8"L X 4" W X 1" Deep: Spill. (See VT-3C Report VT-07-1 11). VT-1C determined no exposed rebar or wire.RE: Photo L:%Engineering\Tech ServlcesUiSl IWE & IWLlPhato2W--7 R15 IWL Photo\ VT-07-289-1I1.Jpg, VT-07-289-16.Jpgitem #23 (Reference Page 1 - Condition 1): 8"L X 8" W X 3/4" Deep: Spell. (See VT-3C Report VT-07-1 11). VT-I C determined noexposed rebar or wire; however there are five (S) embedded nails In this area.Item 024 (Reference Page 1 - Condition 22): Other - wood embedment In concrete. (See VT-3C Report VT`07-1 11). VT-1Cdetermined that wood embedment likely resulted from plywood lamination transfer onto the concrete surface. Embedded nailsand tie wires were also observed. No additional degradation to the concrete was observed.item #25 (Reference Page 1 - Condition 09): Staining (rust). (See VT-3C Report VT-07-1 11). VT-1 C determined that the ruststaining originated at the edge of the bearing plate above. No additional degradation to the concrete was observed.Item #26 (Reference Page 1 - Condition 09): Staining (rust). (See VT-3C Report VT-07.1 11). VT-1 C determined that the stainingwas from embedded nails. No additional degradation to the concrete was noted.item #27 (Reference Page I - Condition 1, 16): 30'L X 4" W X W" Deep: Spell; displacement of cosmetic grout patch overpreviously existing spell. (See VT-3C Report VT-07-1 11). VT-1 C determined that this condition was typical on the west face ofB1lttress 84, and Intermittent areas of exposed wire and rebar were observed. Minor rust staining from bearing plates wasnoted. Paint was also observed separating from bearing plates and grease caps.RE: Photo L:AEngineering\Tech Services'JSI IWE & IWL\Photo%2007 R15 IWL Photo\ VT-07-289-12.Jpg item #28 (Reference Page1 - Condition 02): 72"L X 3/16" W X 118" Deep: Cracking. (See VT-3C Report VT-07-111). VIT-1C determined intermittentcracking along the horizontal joint. No exposed rebar or wire was observed.Item 029 (Reference Page I - Condition M7): 1" Diameter X 1/2" Deep (maximum): Popout. (See VrT3C Report VT-07-11i1). VT-IC determined that a piece of aggregate likely separated along the horizontal joint No exposed rebar or wire was observed.

(

a Supplemental Report


Page: 4 of 12


Examiner. Komara, Bernard P. ,A/Z Level: III Reviewer. Joe Lese, PE Date: W.

Examiner: LeBianc, Marc J. ,,rt Level: if Site Review: Rick Portmann 34/.0 Date: }//.7/oj

Other: Bennett, Charles T. Level: I1 ANII Review. Tom Wyatt, ANII Dale: IZ•k7

Comments:

item 030 (Reference Page 1 - Condition 4,22): 6'L X 2" W X D" Deep: Honeycomb/cold Joint area with wire embedment. (SeeVY-3C Report Vr-07-1 11). VT-IC determined the presence of exposed aggregate and wire along the horizontal joint. Noexposed rebar was observed.RE: Photo L-:.ngineedng\Tech ServicesUiSt IWE & lWLPhotod2007 RIS IWL Photo% VT-07-289-13.jpg Item 431 (Reference PageI - Condition 02,09): Cracking, Staining (rust). (See VT-3c Report VT-07-1 11). VT-I C determined intermittent cracking alongthe horizontal joint (continuation of Intermittent condition described in item 12). No exposed rebar or wire was observed.hem #32 (Reference Page 1 - Condition 12, 16): Reinforcing bar corrosion; displacement of cosmetic grout patch. (See VT-3CReport VT-07-111). VT-IC determined reinforcing bar corrosion resulting from displacement of 6" cosmetic grout patch over apreviously existing spall on the face of Buttress #4.item 033 (Reference Page 1 - Condition 09, 22): Staining (rust). Other - elastomer separation. (See VT-3C Report VT-07-1 11).VT-1C determined intermittent separation and loss of the elastomer down the center line of Buttress #4. Staining fromexposed metal was also observed along the vertical joint.Item #34 (Reference Page I - Condition 16): 2" L X %" W: Displacement of cosmetic grout patch over previously existing spell.(See VT-3C Report VT-07-1 11). VT-IC determined metal wastage in this area on the right side of Buttress #4. Staining fromexposed metal was also observed.Item #35 (Reference Page I - Condition 1, 16): 4"L X 6" W X %" Deep: Spell; displacement of cosmetic grout patch overpreviously existing spell. (See VT-3C Report VT-07-111). VT-iC determined no exposed wire or rebar.item #36 (Reference Page 1 - Condition 1): 8"L X 4" W X 1-1/2" Deep: Spell. (See VT-3C Report VT-07-1 11). VT-IC determinedno exposed wire or rebar.Item #37 (Reference Page I - Condition 09): Staining. (See Vr-3C Report VT-07-1 11). VT-1 C determined that there arenumerous minor tendon grease leaks at various tendon cap locations. Additionally, previous tendon grease spills are obvious.No additional degradation to the concrete surface was noted.

(

NtutlaGeftrafioGrmop

Supplemental Report


Page: 5 of 12


Examiner Komara, Bernard P.

Examiner: LeBlanc, Marc J.

Other. Bennett, Chades T.

Level: III

Level: II

Level: II

Roviewer: Joe Lose, PE


ANIl Review: Tom Wyatt, ANI 74Y

Date: k. Z.,,)Date:

Date: 4k&I2..If3

Comments: PHOTOS ASSOCIATED WITH ITEM # I (LEFT) AND ITEM # 4 (RIGHT)

Sketch or Poto: L:\E1ginoentng\Tech Ser~e\ISI IWE &IWL\Pho~tos\2007 Rl5 WL Photos\VTO07-289-1 .jpg

L\Eulglneering\Tech ServtcesXlSl IWE & lWL\Photos\20O7 R IS IWL PhotosAVT-O7-289-2.jpg

POOR QUALITY COPY

NudsarGeneiaonGroup

Supplemental Report


Page: 6 of 12


Examiner: Komara, Bernard P.


Other Bennett, Charles T.

Aple Level: III

Level: II

Level: ii

Reviewer: Joe Loae, PE



Date: -z.

Date:

Date: // N224Z_I •

Comments: PHOTOS ASSOCIATED WITH ITEM # 6 (LEFT) AND ITEM # 8 (RIGHT)

Sketch or Photo: L\Engineeing\Tech Serices\[Sl IWE & IWL\Photos\2007 R15 IWL PhotosV'T-07-289-3.lpg

L:\Eng~neenng\TecIh Services\ISI IWE & 1WL\Photos\2007 R15 1WL PhotosNVT-07-289-4.jpg

*i;- (UAL. II

NuclearGonerstion

Supplemental Report

Report No.:

Page:


Examiner: Komara, Bernard


Other: Bennett, Charles

P.

T.

Level: III

Level: II

Level: II




VT-07-289

7 of 12

Date: .')

Date: .

Date:


Sketch or Photo: L:'Englneerlng\Tech SernceslSI IWE & IWL\Photos\2007 R15 IWL Photos\VT-07-289-14.jpg

L:\Eng~noer1ng\Techi ServicesUIS1 IWF & IWL\PhotoMM0O7 AI1S MW Photo&\VT-07.289-5.jpg

'ý all k-AjrL1 I I ,

(~NuclearfjenerstbonG"i

Supplemental Report

Report No.:

Page:


Examiner: Komar, Bemard


Other: Bennett, Charles gr

49 Ale Level: IIl

Level: II

Level: II




VT.07-289

a of 12

Dale: IL.Zz2')Date:

Date: 't•47/e..7

Comments: PHOTOS ASSOCIATED WITH ITEM # 11 (LEFT AND RIGHT)

Sketch or Photo: L:\Englneering\Tech SerNIces~lSI IWE & IWL\Photos\2--7 R15 IWL Photos\VT-07-289-6.jpg

L:AEngineerlngkToch Services\ISI IWE & lWL\Photos\2OO7 R15 IWL Photos\VT-O7-289-15.jpg

POOR QUALITY COPY

NudsarGenwulimo Supplemental Report

Report No.: VT.07-289

Page: 9 of 12


Examiner: Komara, Bemarc

Examiner: LeBlenc, Marc J.


IP./It.T

Level: III

Level: II

Level: II


Site Review; Rick Portmann

ANII Review: Tom Wyae ANII e7

Date: tAZZ o•

Date:

Date:


Sketch or Photo; L:\Englnaering\Tech Srvtces\ISt IWE & IWL\Photos\2007 RI1 IWL PholosVT-07-289-7.jpg

L:AlEnginearing\Tocti Selvlces\ISI IWE & lWL\Phiotos\2OO7 R16 IWL Photos\VT.07-289-8.jpg

POOR QUALITY COPY

~b NuclearOenea'rdonG..06P

Supplemental Report

Report No.:

Page:


Examiner: Komara, Bernard

Examiner. LeBlanc, Marc J.

Other: Bennett, Charles'

ApleA&V z

07

Level. III

Level: II

Level: II

Reviewer: Joe L8se, PE A



VT-07-289

10 of 12

Date:Date:

Date:

Comments: PHOTOS ASSOCIATED WITH ITEM 9 20 (LEFT) AND ITEM # 21 (RIGHT)

Sketch or Photo: L:\Englneevlng\Tech Senrtces~lSl IWE , IWL\Photos\2007 I15 IWL Photos\VT-07-289-9.jpg

L:\Eng~n9erlng\Tech SerAvWIceSI IWE 6 IWL\Photos\20O7 A IS IWL Phot09\VT-07*289-1 O.jpg

I QML I Y COH-Y

GroupSupplemental Report

Report No.:

Page:


Examiner. Komara, Bernard


Other. Bennett, Chades

-IMZLevel: III

Level: II

Level: It



ANII Review: Tom Wyatt, ANI-,41*

VT-07-269

11 of 12

Date: IL, '=7Date:

Date: 4&Z.ZI

Comments: PHOTOS ASSOCIATED WITH ITEM # 22 (LEFT AND RIGHT)

Sketch or Photo: L:\Englneertng\Tech Sorces\ISI IWE & IWL\Photos•07 R15 IWL Photos\VT-O7-289-1 1.Jpg

L:AEng~neoring\Tecti Soiv~caskISl IWE & lWL\Photo9\2OO7 A 15 IWL PhotOsWTO07-289-1 6.jpg

P(jOR

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Supplemental Report

Report No.:

Page:


Examiner: Komare, Bernard



P. L~AY~• Level: III

Level: It

Level: Ii


Site Review: Rick Poitmann


ýe

VT.07-289

12 of 12

Date: •, .-. o )

Date:

Date: 12


Sketch or Photo: L\Englneedng\Tech ServtcesISI IWE & IWL\Photos\2007 R15 IWL Photos\VT-07.289- 12.1pg

L:AEng~n~edfng\Tech ServicesMlS1 IWE & IWL\Photos\2OO7 R15 IWL PhoIos\VT-O7-289-1 3.jpg

roOR QUALITY COPy

Nudim VisiGenetabonGroup

Site/Unit: CR3 3

Summary No.: L1 .11.0016

Workscope: ISl


Procedure: NAP-02

Procedure Rev.: 2




Page: 1 of I

Code: ASME 1992 Ed. Thru 92 Ad. CatJttem: L-A/LI.11 Location: Buttress I to Buttress 2



Component ID: RBCN-0016 (Buttress I to Buttress 2)

Limitations: NONE


Visual Equipment/Aids: 6" Scale, Flashlight, Tape Measure

Inspected From: Outside Containment @ Gallery/Pits 0) Both 0

Light Meter Mfg.: GE ULghtlng Serial No.: 0699 011-375) Illumination: > 200f1c

Light Verification Times: Cal In [a 0915 1 1205 I 1330 Cal Out • 1645



Coated Areas - Non-Coated Areas XI.See See


!) Spatting - - - 12) Reinforcing Bar Corrosion • - - -

2) Cracking X. -- - 13) Rust Bleeding - - -

3) Delaminations X - - 14) Tendon Surface Cracking X - - -

4) Honeycomb . - - 15) Efflorescense X - -

5) Water In Leakage X - - 16) Cosmetic Patch Bond - - -

6) Chemical Leaching • -- 17) Voids I - - -

7) Popouts I - - 18) Erosion X - -

8) Deflection X -- - 19) Pitting X - -

9) Staining X -- - 20) Abrasion X - - -

10) Oisooloration X - - - 21) Segregation X - - -

11) Vibration Damage X - - 22) Other - - - )

Comments:RECORDING CRITERIA PER APPUCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4/01. PREVIOUS DATA VERIFIEDAND NO CHANGES NOTED

Results: Accept J] Reject ] Eval 0 .'A' 4:25 to o/Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

I

Nuclear VisGcefict ion

Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: 1 of I

Code: ASME 1992 Ed. Thru 92 Ad. CaIJItem: L-A/IL1.11 Location: Buttress 2 to Buttress 3



Component ID: RBCN-0016 (Buttress 2 to Buttress 3)

Limitations: NONE

Resolution: 1/10th olan inch Surface Condition: As Found



Light Meter Mfg.: GE UlghtIng Serial No.: 0699 (Tr-3375) Illumination: > 2001tc

Ught Verification Times: Cal In [ 0915 / 1205 I 1330 Cal Out [] 1645



Coated Areas Non-Coated Areas J..See See


1) Spalling L - 12) Reinforing Bar Corrosion . - -

2) Cracking -L - 13) Rust Bleeding - 1

3) Delaminations ).L - - 14) Tendon Surface Cracking X - 1 -

4) Honeycomb X - - 15) Efflorescense X - - -

5) Water In Leakage X - -L 16) Cosmetic Patch Bond - -


7) Popouts X - - - 18) Erosion - - -

8) Deflection 19) Pitting - -

9) Staining - - - 20) Abrasion .X - - -

10) Discoloration ) - - 21) Segregation X - -

11) Vibration Damage X- 22) Other .xComments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. PREVIOUS DATA VERIFIEDAND NO CHANGES NOTED

Results: Accept Ja Reject C] Eval []

Percent O Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

M* NuclearGenercuionGross


Site/Unit: CR3 / 3


Wodcscope: ISt

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem:

Drawing No.: $-425-003


Component ID: RBCN-0016 (Buttress 3 to Buttress

Umitations: NONE

,4)

Procedure: NAP-02

Procedure Rev.: 2


L-A/L1.11 Location:

Description: Concrete Surface

Outage No.: RF015-4WE


Page: 1 of 1

Buttress 3 to Buttress 4

4)


Visual EquiprmenVAids: 6" Scale, Flashlight, Tape Measure


Light Meter Mfg.: GE Lighting Serial No.: 0699 (11-3375) Illumination: >200ftc

Light Verification Times: Cal In R] 0915 I 1205 I 1330 Cal Out J 1645



Coated Areas s Non-Coated Areas XsSee See


1) Spalling - - X 12) Reinforcing Bar Corrosion X - - -

2) Cracking I - - - 13) Rust Bleeding X -

3) Delaminations - - - 14) Tendon Surface Cracking IX I i

4) Honeycomb X - - - 15) Efflorescense - I X5) Water In Leakage I L ! - 16) Cosmetic Patch Bond X i _

6) Chemical Leaching . - - - 17) Voids X I I

7) Popouts IX - i 18) Erosion X I -

8) Deflection X i i - 19) Pinting X - I !

9) Staining .X -- I 20) Abrasion x - -

10) Discoloration I - 21) Segregation . l -

11) Vibration Damage X - I - 22) Other 1.

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 914/01. PREVIOUS DATA VERIFIEDAND NO CHANGES NOTED

Results: Aocepl R] Reject [3 Eval C]

Percent O Coverage Obtained > 90%: MIA Reviewed Previous Data: Yes

Examiner Level 11 S' nature Date I Reviewr DateBennett, Chaies T. zfo _ 474P0T1/7/2= Joe Less, PE "L = i ")

I

Nu'ear VisGenetationGroup

Site/Unit: CR3 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Outage No.: RFO15.4WE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CalJItem: L-AiL1.11 Location: Buttress 4 to Buttress S

Drawing No.: S.425-003 Description: Concrete Surface

System 1D: Concrete Containment



Resolution: I/10th of an Inch Surface Condition: As Found

Visual Equipment/Aids: 6' Scale, Flashlight, Tape Measure


Light Meter Mfg.: GE Ughting Serial No.: 0699 (TI-3375) Illumination: >200ftc

Light Verification Times: Cal In 0 0915 / 1205 I 1330 Cal Out • 1645



Coated Areas _ Non-Coated Areas X.See See

Accept Reject NIA Comments Accept Reject WA Comments

1) Spalling - 1 12) Reinforcing Bar Corrosion . - - -

2) Cracking - _ - 13) Rust Bleeding X - - -

3) Delaminations . - 1 - 14) Tendon Surface Cracking X -- _

4) Honeycomb X - 1 - 15) Efflorescense I 1 1

5) Water In Leakage X - - 16) Cosmetic Patch Bond - ! l

6) Chemical Leaching 17) Voids I l l7) Popouls - - 18) Erosion X - -

8) Deflection 1 _ - - 19) Pitting . ! -

9) Staining _ _ - A 20) Abrasion .. - _ -

10) Discoloration - I - 21) Segregation X I 1 1

11) Vibration Damage X -- l 22) Other - l A

Comments:RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 914101. THE FOLLOWING CHANGESTO PREVIOUSLY IDENTIFIED CONDITIONS (SEE SUPPLEMENTAL REPORT).

Results: Accept C] Reject EL Eval F6 /•.. 0?5,010Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level ,m o, r •Signature Date Reviewer , ,gnt .• DateLefllanc, Marc J. I711/07 Joe Lose, PE 6 J&Eignature Date Site Reviewj)uplechaln, Lenus F. .. .e. 1111/2007 Rick Portmann 347 1

Other Level IA ignature Date ANII Review A9ll S

MI A _Tomn Wyatt., ANIl

NLCw~rGenerabonGrov

Supplemental Report

Report No.:

Page:

Summary No.: .111.0019

Examiner: LeBlanc, Marc J. njZ Level

Examiner: Ouplechain, Lenus F. Level

Other N/A Level

WA I

Reviewer Joe Lese, PE __W

Site Review: Rick Portmann ý'J jANII Review: Wyatt, Thomas W. II

VT-07-1 15

2 of 2

Date:______

Date: .17LDate:

Comments:

ITEM 0 1 (REFERENCE PAGE 1 CONDITION 7) -1 314-L X 2 1/2-W X 7/8- 0. SEE VT-IC REPORT VT-07-165

(

NucKJrGenerationGroup


Site/Unit: CR3 / 3


Workscope: ISI

Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043

Oulago No.. RFO15-4WE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat.Item: L-AAL1.11 Location: Buttress 4 to Buttress 5






Visual Equipment/Aids: 6" Scale, Flashlilht, Tap! Measure

Inspected From: Outside Containment () Gallery/Pits 0 Both 0Light Meter Mfg.: GE Ughting Serial No.: 0699 (1-3375) Illumination: >200ftc

Ught Verification Times: Cal In 91 0915 / 1205 1330 Cal Out [] 1645




Accept Reject WA Comments Accept Reject N/A Comments

1) Spatling X a - I 12) Reinforcing Bar Corrosion X - -

2) Cracking X - 1 13) Rust Bleeding X 1

3) Delaminations - - - 14) Tendon Surface Cracking X -I

4) Honeycomb X - I 15) Efflorescense X - l -

5) Water In Leakage X . - 16) Cosmetic Patch Bond - -

6) Chemical Leaching X - - - 17) Voids X - i -

7) PoPouts X I 18) Erosion - -

8) Deflection X ! - 19) Pitting X - i -

9) Staining X - - - 20) Abrasion X - -

10) Discoloration X 21) Segregation -

11) Vibration Damage X - i 22) Other -


Results: Accept [] Reject Evala AM oJCI 0/0Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level II A nature Dale Reviewer " inture DateLeBlanlc, Marc J. 11/7/2007 Joe Lose, PEExaminer Level iI Sig ture Date Site Review Siql..._ Date?uplechaln, Lenus F. " 11/7/2007 Rick Portmann

_ ,ther Level N/A Signature Date ANII Review - / 21L

N/A I ~~Tom Wyatt, AN II11219

NucjarGewrationGm!;p


Page: 2 of 2

Summaty No.: L1.11.0019

Examiner: LeBlanc, Marc J. A15T... Level: II Reviewer: Joe Lese, PE

Examiner: Du.lechaoi,,Lenus.F. Za Level: I, Site Review: Rick Portrann

Other: NIA Level: NWA ANII Review: Tom Wy"att. ANII- law

A&V

Date: _ "_____

Dale: -w/24J1L7Date: j/2p

Comments: ITEM # 1 (REFERENCE PAGE 1 CONDITION 7) - 1 314"L X 2 112"W X 718" D. SEE VT-1C REPORT VT-07-165

Sketch or Photo: L. Engineering\Tech ServiesSI M/E & IWL•Photos%2007 R15 IWL PhotosVT-O7-165jpg POOR QUALITY COPY

Y .1 f~D

, Cq.

Nuclear Vis'G1nefateaGroup

Site/Unit: CR3 1 3


WorksCope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NAP-02

2

681043



Page: 1 of 1

Code: ASME 1992 Ed. Thru 92 Ad. CatJIlem: L-AAL1.11 Location: Buttress 5 to Buttress 6



Component ID: RBCN-001 6 (Buttress 5 to Buttress 6)

Umitations: NONE

Resolution: ll 0th of an Inch Surface Condition: As Found


Inspected From: Outside Containment ® Gallery/Pits 0 Both 0

Ught Meter Mfg.: GE Lighting Serial No.: 0699 (113375) Illumination: >200ftc

Light Verification Times: Cal In R 0915 1 1205 1 1330 Cal Out [ 1645





1) Spalling I- 12) Reinforcing Bar Corrosion X - -

2) Cracking X - - - 13) Rust Bleeding . - -

3) Delaminations - - - 14) Tendon Surface Cracking X - -

4) Honeycomb X - - - 15) Efflorescense - -

5) Water In Leakage IL - - - 16) Cosmetic Patch Bond . - -


7) PopoutS .. - - - 18) Erosion X -

8) Deflection . - - - 19) Pitting - -

9) Staining - - - 20) Abrasion X - -

10) Discoloration X - - 21) Segregation -.. .

11) Vibration Damage ) - - - 22) Other X

Comments:RECORDINO CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4101. PREVIOUS DATA VERIFIEDAND NO CHANGES NOTED

Results: Accept R] Reject C] Eval _-_


Examiner Level II Signlure Date Reviewer lure Date

LeBlanc, Marc J. 1 1/7/00 Joe Lese, PE . a- (3 -IExaminer Level H ~-S~ nature Date Site Review aueDtpuplechain, Lenue F. 11/7/2007 Rick Poftmann

O-1ther Level NIA ETgaur ae NIReiwnature DtN/A ."" .,"Tom Wyatt, ANII !,•• 7II/,760 1 f

NVisual EG/neratron

Site/Unit. CR3 / 3

Summary No.: L1.11.0021 Pr

Wodtscope: ISI Wc

Code: ASME 1992 Ed. Thnu 92 Ad. CatJIlem:

Drawing No.: S-425.003 D



Limitations: NONE

xamination of IWL (VT-3C)

Procedure: NAP-02 Outage No.: RFO15-4WE

ocedure Rev.: 2 Report No.: VT-07-117

ork Order No.: 681043 Page: 1 of 1

L-A/LI .11 Location: Buttress 6 to Buttress I

escnption: Concrete Surface

Resolution: 1l10th of an inch Surface Condition: As Found

Visual EqvipmentfAids: 6" Scale, Flashlight, Tap Measure


Ught Meter Mfg.: GE Lighting Serial No.: 0699 (M"-3375) Illumination: >200ftc

Light Veritication Times: Cal In] 0915 I 1205 I 1330 Cal Out[] 1645



Coated Areas - Non-Coaled Areas XSee see


1) Spalling X _ 12) Reinforcing Bar Corrosion . 1 - I

2) Crackdng - - - .X 13) Rust Beeding K - -

3) Delarninations - 1 - . 14) Tendon Surface Cracking X i -

4) Honeycomb 1 - - 15) Eflorescens

5) Water In Leakage X - - - 16) Cosmetic Patch Bond i - -

6) Chemical Leaching X. - -- 17) Voids . - -

7) Popouts _ -- A. 18) Erosion X - - -

8) Deflection K - I 19) Pitting X - - 1

9) Staining X - - I 20) Abrasion - - -

10) Discoloration X 1 - 1 21) Segregation A - -

11) Vibration Damage X 1 - 1 22) Other 11

Comments:RECORDING CRITERIA PER APPMCABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4/01. PREVIOUS DATA VERIFIEDAND NO CHANGES NOTED

Results: Amcept @ Reject C] Eval (3


?Ipk

R15 IWE Examinations

Component ID VT-3 Report No VT-1 Report No Summary No

Moisture Barrier Vr-07-136 VT.07-148 E5.30.0001

PEN-119 V'-07-141 E8.10.0005

PEN-120 VT-07-142 E8.10.0006

PEN-216 VT-07-137 E8.10.0001

PEN-217 VT-07-138 E8.10.0002

PEN-222 VT-07-139 VT-07-311 E8.10.0003

PEN-348 VT-07-140 E8.10.0004

PEN-436 V'-07-143 E8.10.0007

RBLP-1001 VT-07-088 E1.12.0182

RBLP-1002 VT-07-065 VT-07-166 E1.12.0156

RBLP-1003 VT-07-066 VT-07-306 E 1.12.0157

RBLP-1004 VT-07-067 E 1._12.0158

RBLP-1005 VT-07-068 E1.12.0159

RBLP-1006 VT-07-069 E_1_.12.0160

RBLP-2001 VT-07-070 E1.12.0161

RBLP-2002 VT-07-071 VT-07-210 E1.12.0162

RBLP-2003 VT-07-072 VT-07-307 E .12.0163

RBLP-2004 VT-07-073 VT-07-308 E1.12.0164

RBLP-2005 VT-07-074 E_1. 12.0165

RBLP-2006 VT-07-075 E1.12.0166

RBLP-3001 VT-07-076 E1.12.0167

RBLP-3002 VT-07-077 VT-07-202 E1.12.0168

RBLP-3003 VT-07-078 VT-07-309 E1.12.0169

RBLP-3004 VT-07-079 E 1..12.0170

RBLP-3005 VT-07-080 E1.12.0171

RBLP-3006 VT-07-081 E1 .12.0172

RBLP-4001 VT-07-082 E 1.12.0173

RBLP-4002 VT-07-083 VT-07-21 I E 1.12.0174

RBLP-4003 VT-07-084 V'-07-310 E 1.12.0175

RBLP-4004 VT-07-085 E 1.12.0176

RBLP-4005 VT-07-086 E1.12.0177

RBLP-4006 VT-07-087 El 12.0178

*0

SNLIdar Visual Exa

S Site/Unit: CR3 1 3

Summary No.: E5.30.0001

Workscope: ISl

mination of IWE Interfaces (VT-3)

Procedure:

Procedure Rev.:

Work Order No.:

NOEP-0620

2

Outage No.: RFOl5-IWE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-D/E5.30 Location: REACTOR BUILDING

Drawing No.: S-525-001 Description: AZ 0° - 360" (95 RB)

System ID: RB

Component ID: Moisture Barrier

Umitations: NONE

Resolution: 1/32" Line Surface Condition: DRY RAG WIPED


Inspected From: Inside Containment ® Outside Containment 0 Both 0

Light Meter Mfg.: GE Uglhting Serial No.: 0699 (rl-3375) Illumination: >200ftc

Light Verification Times: Cal In &] 0745 / 1030 1200 Cal Out • 1545


Seals, Gaskets & Moisture Barriers Bolting & Bolted Connections

Inplace __ Dissasembled -

Accept Reject N/ASee

Accept Reject N/A CommentsSee

Comments

1) Wear

2) Damage3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion7) Other

x

xxx

xx

x

8) Loose

9) Damage

10) Cracking

1t) Wear

12) ExcessiveCorrosion

13) Other

xxxx

x

x

Commenls:See VT-1 report VT-07-148 for details of examination. Additional referencing procedure NAP-02, Rev. 2 was utilized.Examined all accessible areas.

Results: Accept Ii Reject Li Eval Ed 4Jt s-(o gpa.Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer _ Si ure DateKomera, Bernard P. A. A .-' - 11/412007 Joe Lese, PE

xaminer Level N/A Signature Date Site Review Sig lure DateAlh Rick Po-tmann

Other Level N/A Signature Date ANII Review ature DateN/A Tom Wyatt, ANI' 11 lo/w Z

-W I v w

~h NudearGonesacroi

Supplemental Report


Page: 2 of 2


Examiner: Komara, Bernard P. /JP,t Level

Examiner: N/A Level

Other: N/A Level

N/A

N/A



AN11 Review: Tom Wyatt, ANII

Aý11-6/P

ylovComments:

Item #1 (Reference Page 1 - Conditions 01, 02, 03, 05,06): Wear, damage, tear, surface crack, adhesion areas. (See VT-1Report VT- 07-148)

Nuear, Visual Exa~Ge~rnuon

. SitelUnit: CR3 1 3


Workscope: I15


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2



Page: 1 of 6

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-D/E5.30 Location: REACTOR BUILDING

Drawing No.: S-525-001 Description: AZ 0" - 360' (95 RB)

System ID: RB

Component ID: Moisture Barrier

Limitations: NONE

Resolution: 1/32" Line Surface Condition: DRY RAG WIPED


Inspected From: Inside Containment (9 Outside Containment 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (ri-3375) Illumination: >200ftc

Light Verification Times: Cal In [] 0745 1030 1200 Cal Out [ 1545



Inplace - Dissasembled -

Accept Reject NIASee

Accept Reject WA CommentsSee

Comments

1) Wear

2) Damage3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion

7) Otherx

xxx

xx

8) Loose

9) Damage

10) Cracking

1i) Wear


13) Other

Xx__xx

_x

_x

Comments:SEE SUPPLEMENTAL REPORT FOR COMMENTS. EXAMINED ALL ACCESSIBLE AREAS.

Results: Accept U3 Reject 0 Eval 0 teO i '1 0

Percent 01 Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer ignature DateKomars, Bernard P. .1114/2007 Joe Lose, PE .c q. %Sj.or)

4[AminerLevel WUA Signature Date Site Review

Rick Portmann c21irj ture Date

1, /P 1 /0 7Other Level WA Signature Date ANII Review ature DateN/A Tom Wyatt, ANtI /6/

,/

Supplemental ReportNuclairiGefiwa~oi

Report No.:

Page:



Examiner: WA

Other: N/A

L3'f/1 Level: III

Level: N/A

Level: N/A




VT-07-148

2 ot 6

Date:

Date:___

Comments:

miD li I

Sketch or Photo: L:\Engineerng\Tech ServlcesklSI IWE & IWL\Photos\2007 R15 IWEPhotosMDSC00335.JPO

L:AEng1nesnng\Tech ServcesktSI MWE & IWL\Photos\OO7 RIS IWEPhotos\DSC00336.jPG

POOR QUALITY COPY

eSupplemental Report

Report No.:

Page:


Examiner: Komara, Bernard P. ,4/i16

Examiner: N/A

Other. NA

Level: Ill

Level: N/A

Level: N/A



ANII Review:. Tom Wyatt, ANI

1-ý<"47

VW

VT-07-148

3 of 6

Dale: •"•oDate:

Date:

__m

.

Comments:

Sketch or Photo: L:\Engineering\Tech ServlcesrlSI IWE & lWL'V:hotos2O007 RIB IWEPtotos\DSC00337.JPG

L:AEngineeringNTech Servces\JSL IWE & IWLkPhotos\2007 RIB IWEPhotosXDSCOO338.JPG

POOR QUALr1 Y Copy

0Supplemental Report

Report No.:

Page:


Examiner: Komam, Bernard P. "

Examiner: N/A

Other: WA

Level: III

Level: N/A

Level: N/A



ANII Review: Tom Wyatt, ANI 4VT-07-148

4 of 6

Date: l

Date.,

Date:I

uv

Comments:

Sketch or Photo: LA;EngtnooningT~eh ServiceSMSI IWE & IWL\Photos\2007 R15 IWEPhoto9\DS000339.JPG

L:AEng~neerlng\Tecfl ServiceslS1I WE & IWL\Photos\2OO7 R15 IWEPhotos\DSCO0340.JPG

POOR QUiLI I Y (.;U,, e

Supplemental ReportIGroup*

Report No.:

Page:


Examiner: Komara, Bernard P. IdOle

Examiner. N/A

Other: N/A

Level: III

Level: N/A

Level: N/A




_Jr _L•-

VT-07-4148

5 of 6

Date: kk-C,,?'Date: e.ho

Date: .. 4"mlL

Comments:

Sketch or Photo: L:%EngIneedng\Tech ServfcesISI IWE & IWL\Photos\2007 R15 IWEPhnotosADSC0034A .JPG

L:\Eng~nGer~ng\Tech ServiCeSSiS IWE & IWL\Photos\20G7 RIS IWEPhotosMCDSC342AIPG

NSupplemental Report


S Page: 6 of 6

Examiner: Komara. Bernard P. ,/,l Level: III Reviewer Joe Lose, PE Date:

Examiner N/A Level: N/A Site Review: Rick Portmann ý-d/ Date: /Jzz,$

Other: WA Level: N/A ANII Review: Tom Wyatt, ANI, Date: 44L/_

Comments:

item #1 (Reference Page 1 - Conditions 01, 02, 03, 05, 06): Elevation 95'. Wear, damage, tear, surface crack, adhesion areas.(See VTr3 Report 07-136).voApproximate Azimuth 210 -215 Degrees: 36" L X 1/16" W X 3-114" maximum depth. Separation of moisture barrier fromconcrete.o*JApproximate Azimuth 208 Degrees: 1-112" L X 1/2" W X < 1" maximum depth. Separation of moisture barrier from concrete.coApproximate Azimuth 207 - 195 Degrees: 24" L X 1/16" W X < 1" maximum depth. Intermittent areas of separation ofmoisture barrier from concrete.soApproximate Azimuth 205 Degrees: 12" L X 1/4" W X 9-1/2" maximum depth. Separation of moisture barrier from concrete.9l0Approximate Azimuth 180 - 170 Degrees: <2" L X 1/16" W X 2-1/2" maximum depth. Intermittent areas of separation ofmoisture barrier from liner. Rust present, no wastage corrosion noted.•oApproximate Azimuth 150 - 150 Degrees: 2-3" L X 1/16" W X 2" maximum depth. Intermittent areas of separation of moisturebarrier ftrm concrete..]Approximate Azimuth 150 - 110 Degrees: 2-3" L X 1/16" W X <11/2" maximum depth. Intermittent areas of separation ofmoisture barrier from liner. Rust present, no wastage corrosion noted.aflApproximate Azimuth 110 - 20 Degrees: 1-2" L X 1/16" W X <In/2" maximurm depth. Intermittent areas of separation ofmoisture barrier from liner. Rust present, no wastage corrosion noted.

AMP Approximate Azimuth 0 - 340 Degrees: <2" L X <1/16" W X <1/2" maximum depth. Intermittent areas of separation of-osture barrier from concrete and liner. Rust present, no wastage corrosion noted.

E: Photo L:AEngineering\Tech ServicesUiSI IWE & IWLPhotosM2007 Ri 5 IWE PhotosDSC00335 - 00342.jpg.

Nudear Visual ExabG.mup

Silo/Unil:_ CR3 / 3


Workscope: 181


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Catl./itei: E-G/Ee. 10 Location: Containment

Drawing No.: S-525-002 Description: 200, Type VIl, Chemical Cleaning

System ID: Containment

Component ID: PEN-119

Limitations: EXAMINED IN PLACE UNDER TENSION (SEE COMMENTS)

Resolution: 1/32" Line Surface Condition: As Found

Visual Equipment/Aids: 6= Scale, Flashlight

Inspected From: Inside Containment (I Outside Containment 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: >200ftc

Light Verification Times: Cal In g 1245 / 1530 I N/A Cal Out [ 1800

,Visual Examination: Direct


Inplace JL Dissasemblod .I

Accept Reject N/ASee


,1) Wear

2) Damage

3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion

7) Other

xx

xxxx

X

8) Loose

9) Damage

10) Cracking

1t) Wear


13) Other

See

Comments

xX

X_

x

x

Comments:ADDITIONAL REFERENCING PROCEDURE NAP-02 REV. 02. SEE SUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.

Results: Accept [] Reject [J


Eval [N/A Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer lure

Komara, Bernard P. A. j,,o -& 11/1112007 Joe Lese, PE - . zz

iner Level N/A Signature Date Site Review Sigrlure to

10thar Level N/A Signature Date ANII Review

N/A Tom Wyatt. ANtI

r I

(~h NuclearGeiwaton

Grorup

Supplemental Report


Page: 2 of 2


Examiner: Ko,,ara, Bernard P. A011 Level

Examiner: N/A Level

Other. N/A Level

: III

/WA

N/A



ANII Review: Tom Wyatt, ANII ---

B

Date: rz ,

Date: !n/oz/z

Datel2A hA)

Comments:

TEMPORARY FLANGE INSTALLED FOR OUTAGE WITH PERMANENT STUDS/NUTS IN EVERY OTHER BOLT HOLE. THESESTUDS/NUTS EXAMINED IN PLACE UNDER TENSION. BALANCE OF STUDS/NUTS AND PERMANENT FLANGE ON SCAFFOLDAND EXAMINED DISASSEMBLED.

1 .

Visual ExaGroup

Site/Unit: CR3 I 3


Worksoope: ISl


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043


Roport No.: VT-07-142

Page: 1 of I

Code: ASME 1992 Ed. Thru 92 Ad. Cal./Item: E-G/E8.t0 Location: Containment

Drawing No.: S-525-002 Description: 20", Type VII, Chemical Cleaning



Limitations: EXAMINED IN PLACE UNDER TENSION

Resolution: 1132" Line Surface Condition: As Found

Visual Equipment/Aids: 6" Scale, Flashlight

Inspected From: Inside Containment @i Outside Containment 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: >200fte

Light Verification Times: Cal In R) 1245 1 1530 1 N/A Cal Out [] 1800



Inplaco X. Dissasembled -

SeeAccept Reject N/A Comments


t) Wear

2) Damage

3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion

7) Other

XX

X

xxX

x

8) Loose

9) Damage

10) Cracking

1t) Wear


13) Other

XXXx

X

A.

Comments:ADDITIONAL REFERENCING PROCEDURE NAP-02, REV. 02. EXAMINED IN PLACE UNDER TENSION. BOLTEDCONNECTION NOT DIS-ASSEMBLED THIS OUTAGE (RO-15)

Results: Accept &a Reject [] Eval Q_Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level ill Signature Date Reviewer Signature DateKomara, Bernard P. /••/ 1111112007 Joe Lese, PE .,, 3.( *Z27-.-d)

Examiner Level N/A Signature Date Site Review ., tu Date

Rick Portmann

Level N/A Signature Date ANII Review DateN/A Tom Wyatt, ANII 1f41/2" I

/ 1

G :u Grw I

Site/Unit: CR3 I

. Summary No.: ES.

Workscope:

Visual Examination of IWE Interfaces (VT-1)

3

10.0001

Procedure:

Procedure Rev:

Work Order No.:

NDEP-0620

2

Outage No.: RF0154IWE


Page: 1 of 2ISI

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Item: E-G/E8.10 Location: Containment

Drawing No.: S-525-003 Description: 12, Type VII, Electrical Spare



Limitations: ONE (1) BOLTING ASSEMBLY EXAMINED IN PLACE, UNDER TENSION (SEE COMMENTS

Resolution. 1/32" Line Surface Condition: CLEANED

Visual Equipment/Aids: 6* Scale, Flashlight

Inspected From: Inside Containment ) Outside Containment 0 Both -OLight Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: >200ffc

Light Verification Times: Cal In [ 1230 / 1330 I N/A Cal Out [ 1400



Irplace X Dissasembled X

Accept Reject NIASee

Accept Reject N/A CommentsSee

Comments

1) Wear

2) Damage3) Tear

4) Erosion

5) Surface Cracks6) Adhesion

7) Other

XxX

XXxxXx

8) Looso9) Damage

10) Cracking

11) Wear


13) OUter

X

XX

X

X

X

Comments:

ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. SEE SUPPLEMENTAL REPORT FOR ADDITIONALCOMMENTS.

Results: Accept R) Reject [ Eval] _

Percont Of Coverage Obtained > 90%: N/A Reviewed Previous Data. Yes

Examiner Level Ilil Signature Date~ Reviewer lgaure DateKornara, Bernard P. 4P 11/1112007 Joe Lese, PE ZJ kz- 2*oExaminer Level 1I Signature Date Site Review /•t Date

nc Marc J. ,g1112312007 Rick Portmann

nof Level ii ýig~natu Date FANII Review Daten rrDupiecha in, Lenus F. 1 /23/207 ITom Wyatt, ANII & /

NSulf3II~ y enl Iaton


Examiner: Komara, Bernard P. Level

Examiner: LeBlanc, Marc J. i 4 jt Level

Other Duplechain, Lenus F. Ljr I Level

plemental Report


Page: - 2 of 2

I: Ill

I: II

I: II

Site Review: Rick P/1


Date: 12 )Date:

Date:

Comments:

Permanent flange bolting disassembled and removed except for one (1) assembly at the 6 o'clock position which was left inplace to hold the "rolled-out" flange. Permanent flange and one (1) bolting assembly examined in place on 11/111/07. Balance ofbolting examined disassembled on 11/23/07.

NaVisual Examination of IWE Interfaces (VT-1)

S Sile/Unit: CR3 I 3 Procedure: NDEP-0620 OutaUe No.: RFO15-IWE

Summary No.. E8.10.0002 Procedure Rev.: 2 Report No.: VT-07-138

Worksoope: ISI Work Order No.: 681043 Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat./item: E-G/Es.10 Location: Containment

Drawing No.: S-525-003 Description: 120, Type VII, Electrical Spare

System 10: Containment


Limitations: ONE (1) BOLTING ASSEMBLY EXAMINED IN PLACE, UNDER TENSION (SEE COMMENTS

Resolution: 1/32" Line Surface Condition: CLEANED

Visual Equipment/Aids: 6" Scale, Flashlight

inspected From: Inside Containment (D Outside Containment 0 Both 0

Light Meter Mig.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: >200ftc

Light Verification Times: Cal In 21 1230 / 1330 1 N/A Cal Out [] 1400



inplace I Dissasembled ISee See


1) Wear - - X - 8) Loose - - - X2) Damage - - X - 9) Damage X

3) Tear - - X - 10) Cracking X

4) Erosion - X I1) Wear X5) Surface Cracks __ X - 12) Excessive

6) Adhesion -Corrosion X

7) Other X 13) Other X

Comments:

ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. SEE SUPPLEMENTAL REPORT FOR ADDITIONALCOMMENTS.

Resulls: Accept S] Reject f] Eval []


fExaminer Level III Signature Date Reviewer U.Signature Date[Kraare, Bernard P. ,•• • • •11/27/2007'Joe Lose, PE .1/720

__/rminer Level 1I 1Si ur Data Site Reviw ignature Date& aanc. Marc J. Sl. r e 11/27/2007 Rick Portmann | 1/27/2007

NuclearGeneia~OnGroup~

Supplemental Report


Page: 2 of 29Summary No.: E8.10.0002

Examiner: Komara, Bernard P. ,4e,'-- Level: III

Examiner: LeBlanc, Marc J. *tj-. Level: II

Other: Duplechain, Lenus F. Level: Ii

Reviewer: Joe Lese, PE I...2 '/

Site Review: Rick Portmank "i

ANII Review: Tom Wyatt, ANIIIv

Date: ti__z;_

Date:

Date: V:7

Comments:

Permanent flange bolting disassembled and removed except for one (1) assembly at the 6 o'clock position which was left inplace to hold the "rolled-out" flange. Permanent flange and one (1) bolting assembly examined in place on 11111/07. Balance ofbolting examined disassembled on 11/23/07.

0

Nuds, Visual ExaGoneta:on

. Site/Unit: CR3 / 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cal./item: E-G/E8.10 Location: Equipment Access Hatch

Drawing No.: S-525-003 Description: Equipment Access Hatch

System to- Containment


Limitations: EXAMINED ALL ACCESSIBLE AREAS - EXCEPT BOLTING


Visual Equipment/Aids: Flashlight, 6" Scale, Tape Measure, Spotlight.

Inspected From: Inside Containment ) Outside Containment 0 Both 0

Light Meter Mfg.: GE Ughting Sedal No.: 0699 (r1-3375) Illumination: i200ftc

Ligtit Verfication Times: Cal In [ 1400 / 1500 / N/A Cal Out [] 1630



Inpiace Dissasembled X

Accept Reject N/A01) Wear

2) Damage

3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion

7) Other

SeeComments

SeeCommentsAccept Reject N/A

X

XX

XX

X

X

8) Loose

9) Damage

10) Cracking

11) Wear


13) Other

xXX

X

X

X

Comments:EXAMINED ALL AREAS EXCEPT BOLTING. SEE SUPPLEMENTAL REPORT.

Results: Accept C] Reject f] Eval R] _ 7 q_Percent O Coverage Obtained > 90%: M/A Reviewed Previous Data: Yes

I (

Examiner Level g Signature Date Reviewer / Signature DateLeelanc. Marc J. ,1V g ý 1r2112007 Joe Lese, PE~ (), t

miner Level II Signature Date SiteReview Sg re Datennett, Charles T.=m.z;7 11a O Rick Portmann i/zz/o7

Other Level WA Signature Date ANII Review Si, ature DateIVA ITom Wyatt, AN /a/a

~b NudearGUMaow

Supplemental Report

Report No.:

Page:


Examiner: LeBlanc, Marc J. ,f Level: II

Examiner: Bennett, Charles T. Level: II

Other: N/A Level: NWA

VT-07-139

2 of 2

Date:

Date:

Date:w. /47,



ANII Revievr. Tom Wyatt, ANI.

Comments:

Item #1 (Reference Page 1 - Condition 02): SCRAPES AND A DENT (See VT-1 Report VT-07-31 1)Item #2 (Reference Page 1 - Condition 7): WELD REMANENTS. (See VT-1 Report VT-07-31 1).Item #3 (Reference Page 1 - Condition 7): DISCOLORATION. (See VT-1 Report VT-07-31 1).

Inaccessible Areas;-LOWER PORTION OF EQUIPMENT HATCH WAS NOT ACCESSIBLE DUE TO FLOOR PLATES.

Nucisa, Visual ExaGema~on

. Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 4

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem: E-G/ES.10 Location: Equipment Access Hatch




Limitations: EXAMINED ALL ACCESSIBLE AREAS - EXCEPT BOLTING

Resolution: 1/32" Une Surface Condition: As Found

Visual Equipment/Aids: Flashlight, 6" Scale, Tape Measure, Spotilht.

Inspected From: inside Containment (j) Outside Containment 0 Both 0

Light Meter Mig.: GE Lighting Serial No.: 0699 (Ti-3375) Illumination: ' >200ftc

Ught Verification Times: Cal In Sa 1400 I 1500 I N/A Cal Out [] 1630


Seals, Gaskets & Moisture Barriers

& Accept Reject

Bolting & Bolted Connections

Inplace Dissasembled X1

Accept Reject WASee

WA Commentssee

Comments

1) Wear2) Damage

3) Tear

4) Erosion

6) Surface Cracks

6) Adhesion

7) Other

X

Xxxxx

X8) Loose

9) Damage

10) Cracking

11) Wear


13) Other

Xx

XX

X

X

Comments:


Results: Accept [] Reject [j Eval to,, 41, -Z J-z,

Percent O Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

examiner Level 11 Signature Date Reviewer gnature DateleBlanc, Marc J. . 11/21/2007 Joe Lese, PE (3- " , al

miner Level i gnature Date Site Review %_J S nature Datenett, Charles T. 1t2112007 Rick Portmann ,

ther Level WA Signature Date ANUI Review t e Date

W/A To_________%VW%________AN___

c~h Nuclea'UGefuatio

Supplemental Report


Page: 2 of 4


Examiner: LeWanc, Marc J. M1jt. /Examiner: Bennett, Charles T.

Other: WA

Level: II

Level: II

Level: N/A



ANtI Review: Tom Wyatt, ANII

Date:

Date:

Date:

Comments:

Item #1 (Reference Page 1 - Condition 02): Damage - Scrapes and dent. (See VT-3 Report VT-07-1139). VT-1 determined that thetop portion of the Inner sleeve incurred scrapes and a dent probably due to mechanical impacL Light rust but no wastagecorrosion has occurred in the areas identified. The dent is 1/32" deep with no wastage corrosion noted.

Item #2 (Reference Page 1 - Condition 07): Other - Weld beads. (two (2) locations). (See VT-3 Report VT-07-139). VT-1determined that the weld beads are approximately 3" L X Va" W and were possibly temporary attachment welds which were notremoved. No cracking or degradation has occurred in the base metal adjacent to the areas identified.

Item #3 (Reference Page I - Condition 07): Other - Discoloration. (See VT-3 Report VT-07-139). VT-i determined that thediscoloration on the lower area of the equipment hatch is due to previous spillage. No degradation to the costing or basemetal was noted.

Inaccessible Areas:*Lower portion of equipment hat not accessible due to floor plates.


Reporl No.:

Page:

Summary No.:

Examiner:

Examiner:

Other:

E8.10.0003

LeBlanc, Marc J.

Bennett, Charles T.

WA

I

00-TE /

JOI/

Level: II

Level: It

Level: N/A




VT-07-311

3 of 4

Date:

Date:,.

Date: /.2/,AŽ- {411r -

Comments: PHOTOS ASSOCIATED WITH ITEM # I (LEFT) AND ITEM #2 (RIGHT)

Sketch or Photo: L:\EngtneouIng\Tech Sevices\ISI IWE & IWL\Photos,2007 RI1 IWE Photos\VT-07-311 - .JPG

L:\Eng~neertng\Tech Services\ISI IWE & IWL~Photos\2OO7 R15 IWE Ptiotos\VT.O7-31 1-2.JPG

t

POOR QUALITY COPY

Supplemental Report

Report No.:

Page:

Summary No.:

Examiner:

Examiner.

Other:

E8.10.0003

LeBlanc, Marc J.

Bennett, Charles T.

N/A

I I mLevel: II

Level: It

Level: N/A

VT-07-311

4 of 4

Date:

Date:

Date: >


Site Review: Rick Portmann : oANII Review: Tom Wyatt, ANII AA ,


Sketch or Photo: L:\Engingei1ng\Tech ServitcessSI IWE & tWL\Photos\2007 R15 IWE Photos\VrT.07.311-3.JPG

LA~ng~n9ering\Tech Services\IS1 ]WE AI WL\Pholos\2OO7 R1 5 IWE Photos\VT-07-31 1-4.JPG

POOR QUALITY Copy

'b • N0111 Visual Exa

Site/Unit: CR3 I 3

Summary No: EB.10.0003

Workscope. ISI


Procedure:

Proceduro Rev,:

Work Order No.:

NDEP-0620

2

681043

Outage No.: RF054IWE

Report No.. VT-07-339

Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Item: E-G/IE8.10 Location: Equipment Access Hatch




Limitations: EXAMINED ALL BOLTING

Resolution: 1/326 Line Surface Condition: CLEANED


Inspected From: Inside Containment 0 Outside Containment () Both 0

Light Meter MIg. GE Lighting Serial No.: 0699 (TI-3375) Illumination: >200fle

Light Verificalion Times: Cal In 1 0730 1110 I 1500 Cal Out [] 1730


Seals. Gaskets & Moisture Barriers

i Accept Reject WA

Bolting & Bolted Connections

Inpface _ Dissasembled X

SeeAccept Relect WA Comments

SeeComments

1) Wear

2) Damage3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion

7) Other

XXXXXXX

8) Loose

9) Damage

10) Cracking

11) Wear


13) Other

XX

m ~Xi

X

• X

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. SEE SUPPLEMENTAL REPORT ADDITIONAL COMMENTS

Results: Accept 6a Reject C] Eval ]-_Percent Of Covorage Obtained > 90%: N/A Reviewed Previous Dat: Yes

Examiner Level 11 Signature Date Reviewer A ( Signature . Date

LeBlanc, Marc J. 111/28/2007 Joe Lese, PE .rk ý k -11 .d I

aminer Level . Sig ,e Date Site Review ignat - r DaleWplechain. Lenu F. 11/2/2007 ick P.tmann.,/ 7Other Level It Si ure Date ANII Review ,lSW ure Date

Sonnier, Jason 9. 1/29/2007 Tom Wyatt, A .NI•"A -

7 I

Nucleal

Grovtsu

Supplemental Report


Page: 2 of 2


Examiner: LeBlanc, Marc J. ,o7'.P4 Level: II

Examiner: Duplechain, Lenus F. Lf-() Level: II

Other: Sonnier, Jason B. t•, w Level: II

Reviewer: Joe Lose, PE •)•Site Review: Rick Portmann £_Sp

ANI Review: Tom Wyatt, ANiI

Date:______

Date: i /Z 740

Date: 4

Comments:

Item #4 (Reference Page 1 - Condition 13): This report Is a continuation of VT-07-311. VT-1 determined twenty.eight (28)locations where cotter pin replacements were needed. There was no degradation to bolting identified at these locations.PEN 222 Bolting and Equipment Hatch/RB Mating Flange Surfaces

Comment:

The Equipment Hatch mating flange surface was examined on 11/21/07 while the Equipment Hatch was rolled back for theoutage.

Permanent botting was examined untensioned (unlatched) on 11127107 and 11W2807. Cotter pins at twenty-eight (28) locationswere identified for replacement. Replacement cotter pins were examined and provided to the RB Hatch Coordinator forreinstallation at the iocations identified.

The RB mating flange for the Equipment Hatch was examined on 11129107 prior to reinstallation of the Equipment Hatch. The 0-Ring/Gasket seating area was not examined since the existing 0-Ring/Gasket was deemed suitable for continued use and notremoved.

ght meter checks were as follows: 0100, 0430,0600, and final at 0800 with measured lumens greater than 200ftc with the•me meter utilized on 11/28/2007.

0

Nucwr Visual Examination of IWE Interfaces (VT-1)~Gencrauaq

Site/Unit: CR3 i 3 Procedure: NDEP-0620 Outage No: RFO15-IWE

Summary No.: ES.10.0004 Procedure Rev.: 2 Reporl No.: VT-07-140

Workscopo: ISI Work Order No.. 681043 Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Itom: E-G/E8.10 Location: Transfer Tube

Drawing No.: S-525-004 Description: 34", Type VIII, Fuel Transfer Tube #2



Limitations: (SEE COMMENTS) EXAMINED ALL ACCESSIBLE AREAS



Inspected From: Inside Containment 0 Outside Containment 0 Both 0

Light Meter Mfg.: GE Ughtling Serial No.: 0699 (11-3375) Illumination: >200ftc

Light Verification Times: Cal In 2 1100 I NIA I N/A Cal Out [] 1400



Inplace X Dissasemblod IX

See See'Accept Reject N/A Comments Accept Reject N/A Comments

1) Wear X 8) Loose X

2) Damage - - X 9) Damage X3) Tear - X - 10) Cracking X

4) Erosion - - X - 11) Wear X

5) SurfacO Cracks __ X - 12) Excessive

6) Adhesion X. Coosion X

7) Other - - X 13) Other X

Comments:

ADDITIONAL REFERENCING PROCEDURE NAP-02, REV. 2. SEE SUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.

Results: Accept [] Reject C] Eval [_Percent Of Coverage Obtained > 90%: N/A Reviowod Previous Data: Yes

c~ NuckatGeawat-w-G'oM

Supplemental Report


Page: 2 of 2


Examiner Komara, Bernard P. ,0P-i Level

Examiner: LeBlanc, Marc J. Milt- Level

Other: Sonnier, Jason S. 7 0- Level

: II

: II




Date: 11/27/2007

Dale: 11/27/2007

Date: g~~z

Comments:

Permanent flange cover and bolting Initially examined In place under tension prior to removal at start of outage on 11/06107.

Permanent flange disassembled and removed during outage. Flange cover, sealing surfaces, and botting examined on11127107.

Nuclear Visual ExaGciuaiio

Site/Unit: CR3 3


imination of IWE Interfaces (VT-1)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2'SIWorksoope:

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Item: E-G/E8.10 Location. Transfer Tube

Drawing No.: S-525-005 Description: 34", Type VIII, Fuel Transfer Tube #1



Limitations: (SEE COMMENTS) EXAMINED ALL ACCESSIBLE AREAS


Visual SquipmenVAids: Flashl~lht, W" Scale, Binoculars, Tape Measure, Spotlight.


Light Meter Mfg.: GE Lighting Serial No.: - 0699 (TI-3375) Illumination: >200ftc

Light Verification Times: Cal In 2] 1100 I N/A I N/A Cal Out 10 1400



Inplaco X. Dissasernblod I.



1) Wear

2) Damage

3) Tear

4) Erosion

5) Surface Cracks

6) Adhesion7) Other

XX

xX

X

xx

8) Loose9) Damage

10) Cracking

t1) Wear


13) Other

X

X

m m X

Comments:ADDITIONAL REFERENCING PROCEDURE NAP-02, REV. 2. SEE SUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.

Results: Accept S5 Reject C]


Eval f]N/A Reviewed Previous Data: Yes

1Komara, Bernard P. /3 , , _ 11/27/2007 Joe Lese, PE 1 . 11272007, miner Level II

lanc, Marc J.~Signaturg Date I Site Review

11/27/2007 Rick Portmann •6, FogY1tuDate

1112712007

ther Levelsonnler, Jason B.

'nature Datf~llief ý1 / 27 12007

ANII ReviewTom Wyatt, ANII

~a~e Date

// I

Nuciw~~ Gue'ration

Group

Supplemental Report

Summary No.: ES.10.0007

Examiner: Komara, Bernard P. ,j/. Level

Examiner: LeBlanc, Marc J. ,€J1 Level

Other Sonnier, Jason B. ,.. Level


Page: 2 ol 2

: II

: II

Reviewer JeLsP U

Site Review: Rick Portmanný--

ANII Review: Tom Wyatt, ANilI

Date: 11/27/2007

Date: 11/27/2007

Date/~4

Comments:

Permanent flange cover and bolting Initially examined in place under tension prior to removal at start of outage on 11/06/07.

Permanent flange disassembled and removed during outage. Flange cover, sealing surfaces, and bolting examined on11/27/07.

!e

Nuclear Visual EiGenecation

IG*oIl

SitelUnit: CR3 I 3. Summary No.: E1.12.0182

Workscope: ISI

(amination of IWE Surfaces (VT-3)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatlJtem: E-A/E1.12 Location: RB EL 93'.0*

Drawing No.: S-525-002 Description: Basement Liner Embedded in 24" Concrete

System ID: MC

Component ID: RBLP-1001

Limitations: REFER TO SUPPLEMENTAL REPORT FOR LIMITATIONS

Resolution: 1/32" Line Surface Condition: WIPED AS NEEDED

Visual Equipment/Aids: Flashlight, 6' Scale. Tape Measure, Spotlight.



Light Verification limes: Cal In 6] 1350 / NIA I N/A Cal Out [ 1730


Coated Areas

Accept

Vent System Or Containment SurfacesNon-Coated Areas X.

SeeN/A Comments

SeeAccept Reject N/A CommentsReject

@1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

10) Other

-X

-AL

12) Bioken Welds

13) Bulging of Liner

14) Pitting

15) Excessive Corrosion

16) Wear

17) ARC Strikes

18) Dents

19) Surface Discontinuities

20) Other

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGES NOTED FROM PREVIOUS DATA. SEESUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.Results: Accept q Reject [] Eval fPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level Ill Signature Date Reviewer DateKoma. , Bernard P. 11/5/2007 Joe Lese, PE _0lExaminer Level N/A Signature Date Site Review ig ature ate

• rr Rick PortmannLevel WA Signature Date ANII Review re Pure

NTom Wyatt, ANI

SSupplemental Report


Page: 2 of 2

Summary No.' E1.12.0132

Examiner: Komara, Bernard P. ,//. Level: III Reviewer: Joe Lese, PE Date: .Z'"

Examiner: N/A Level: N/A Site Review: Rick Portmann Date:

Other: N/A Level: N/A ANII Review: Tom Wyatt, ANII Date: 12 ICU-

Comments:

Not Accessible

Inaccessible Areas: (Comments for RBLP-1001)-The bose containment liner plate Is covered by a two foot (2') thick concrete slab and therefore is Inaccessible for VT-3f'r-1Examination.

Accessible Areas: (Comments for RBLP-1 001)*The accessible concrete surface areas, construction joints, and other slab penetrating mediums were examined for evidenceof base plate degradation. None was noted.

0

Nuclear Visual EiGerauon

Site/Unit: CR3 3

* Summary No.: E11.12.0156

Workscope: ISi

{amination of IWE Surfaces (VT-3)

Procedure: NDEP-0620

Procedure Rev.: 2




Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat/Item: E-A/El.12 Location: RB-95'-119'

Drawing No.: S-525-002 Description: RB Wall Uner Plate - 0° to 90

System ID: MC


Limitations: EXAMNED ALL ACCESSIBLE AREAS

Resolution: 1132i Une Surface Condition: As Found

Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, SpoIlighL

Inspected From: Inside Containment ® Outside Containment 0 Both )

Light Meter Mfg.: GE Ughtlng Senal No.: 0699 (Mr-3375) Illumination: > 200ftc

Light Verification Times: Cal In R) 1360 I 1600 I WA Cal Out _ _ _



Coated Areas

Accept

Non-Coated Areas JXSee

N/A CommentsReject Accept RejectSee

N/A Comments

. 1) Rust2) Flaking3) Blistering4) Peeling

5) Chipping

6) Wear7) Checking

8) Cracking

9) Gouges10) Discoloration

11) Other

.X. -

z. -

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other-I

Comments:General VT performed in conjuction with this examination. Additional referencing procedure; NAP-02, Rev. The followingchanges to previously identified conditions were noted, See Supplemental Report.Results: Accept C] Reject U Eval 0 AJi &a. *zs7 2,'iz.

Percent Of Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

n Examiner Level UI Signature Date Reviewer 4 (signature Datemara, Bernard P. A 1115r2007 Joe Lese, PE -l I-o

I Examiner Level ii Signaturelanc, Marc J. _.

Date Site Review11/520071 Rick Portmann

1UF0

/ 71 7

DateJi~lIA1Level N/A Signature Date ANtI Review

Tom Wyatt, ANII 7 - - n urfDate

I ___________________________________________________ .. -It

~b Nudea'Geneatio

M~jGraoi

Supplemental Report

Report No.: VT-07-06S

Page: 2 of 2


Examiner: Komars, Bernard P. /


Other; WA

Level: III

Level: 11

Level: MA

Reviewer. Joe Lese, PE ... CKSite Review: Rick Portmenn

ANti Review: Tom Wyatt, ANM

Date: -d

Date:

Date:

Comments:

Penetrations associated with Plate: PEN-109, PEN-115, PEN-117, PEN-118, PEN-119, PEN-120, PEN-123, PEN-124Uners associated with Plate: RBLN-1001, RBLN-1002, RBLN-1003, RBLN-1004, RBLN-1005, RBLN-1006, RBLN-1007, RBLN-1008, RBLN-i009, RBLN-1010, RBLN-1011, RBLN-1012, RBLN-1013, RBLN-1014, RBLN-1015, RBLN-1016, RBLN-1151, RBLN-1173, RBLN.i-1174.

Item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Rust, chipping, wear. (See VT-I Report 07-166)Item 02 (Reference Page 1 - Condition 11, 20): Other. (See VT-1 Report 07-166)Item 83 (Reference Page 1 - Condition 19): Surface discontinuities. (See VT-i Report 07-166)

Inaccessible Areas:-Approximate Azimuth 5 - 15 Degrees: Area behind Elevator shaft outside parameters for VT-3/VT-I.*Approximate Azimuth 55 - 75 Degrees: Area behind H'VAC duct work outside parameters tor VT-3VT-1.

0

Nua Visual EJ

Site/Unit: CR3 I 3

O Summary No.: E1.12.1056

Workscope: ISI

camination of IWE Surfaces (VT-1)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat/item: E-A/E1.11 Location: RB-95'-119'

Drawing No.: S-525-002 Description: RB Wall Liner Plate - 00 to 900

System ID: MC

Component 10: RBLP-1002

Limitations: EXAMINED ALL ACCCESSIBLE AREAS

Resolution: 1/32' Une Surface Condition: As Found


Inspected From: Inside Containment () Outside Containment 0 Both 0

Ught Meter Mfg.: GE Ughting Serial No.: 0699 Tn-3375) Illumination: > 200ftc

Ught Verification Times: Cal In W] 1350 / 1600 I N/A Cal Out [ 1730



Coated Areas

Accept

Non-Coated Areas .XSee

N/A CommentsSee

Accept Reject N/A CommentsReject

1) Rust

2) Flaking3) Blistering

4) Peeling

5) Chipping

6) Wear7) Checking

8) Cracking9) Gouges

10) Discoloration

11) Other

1.

I.

.X.-I

-L

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

- ILx

- . .S X.

Comments:SEE CONTINUATION SHEET

Results:. Accept ] Reject[• Eval .. A MJa" ZS'7 Z


[Examiner Level III Signature Date Reviewer A Signature .

Ler l11/5=7 Joe LeseDPEExaminer Level II&Blanc, Marc J.

S19pture Date Site Review \- Jne

11/5/2007 Rick Portmann fý2-,-- /Date

it 7 22 (0U... q.

OtherN/A

Level N/A Signature Date ANII ReviewTom Wyatt, ANII

SignaJure

70W Mý'D ;;e

_______________________________________________________________________ & X

! E

Nucisa(~ Goncat~anGroup

Supplemental Report


Page: 2 of 2




Other N/A

,dO/l Level: III . Reviewer Joe Lose, PE

1 Level: 11 Site Review: 'Rick Portmann

Level: N/A ANII Review: Tom Wyatt, ANII

Date: L.A.0d)

Date:

Date: ZZ/ -

Comments:

AZ: 0 -90

item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Approximate Elevation 95'- 119'. Approximate Azimuth 0 - 90 Degrees.Multiple areas of rust. (See VT-3 Report 07-065). VT-1 determined that Wastage corrosion has not occurred in the areasIdentified. The rust is a result of failure of the liner coating primarily due to mechanical Impact (chipping) and abrasion (wear).Most areas are 1/2" - 2" in area or diameter.

item #2 (Reference Page 1 - Condition 11, 20): Approximate Elevation 115'. Approximate Azimuth 90 Degrees. Other - surveymarkers on liner (multiple locations). (See VT-3 Report 07-065). VT-1 determined that degradation has not occurred adjacent tothe areas Identified. Markers vary In size and diameter.

item #3 (Reference Page I - Condition 19): Approximate Elevation 119'. Approximate Azimuth 90 Degrees. SurfaceDiscontinuities - distortion of liner plate at Intersection of three (3) seam welds under penetration 107. (See VT-3 Report 07-065). VT-1 determined that distortion may be due to construction plate alignment and welding. Area Is approximately 3' L. Nodegradation such as rust or pronounced bulging of the liner was noted.

0e

Nuclear Visual EGenerauionGroup

Site/Unit: CR3 1 3


Workscope: ISI

wamination of IWE Surfaces (VT-3)


Procedure Rev.: 2




Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CaiJItem: E-A/El.12 Location: RB-119'-160'

Drawing No.: S-525-002 Description: RB Wall Liner Plate -00 to 90°

System ID: MC




-Visual i'quipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Inside Containment ( I Outside Containment 0 Both 0

Ught Meter MNg.: GE Lighting Serial No.: 0699 (1-3375) Illumination: > 200ftc

Light Verification Times: Cat In R 1245 I 1530 1 N/A Cat Out [] 100



Coated Areas .XL

Accept Reject

Non-Coated Areas .)See

N/A CommentsSee


. 1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

iA

-xXX

xA 12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

X

Im

Ix

XXxL

X

X

JL

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIEDCONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).Results: Accept C] Reject [I Eval [R


Examiner Level III Si nature Date Reviewer Signature Date

Komara, Bemard P. 11111/2007 Joe.Lese,,PE Q u

Examiner Level N/A Signature Date Site Review Sign DaleAUA

Rick Portmann D

or Level N/A Signature Date ANII Review a•ture

N/A Tom Wyatt, ANII

Nvncsar Supplemental Report~Genciator.


Page: 2 of 2


Examiner: Komara, Bernard P. Mg'le Level: III Reviewer: Joe Lese, PE Date: Z•. e7

Examiner: W/A Level: N/A Site Review: Rick Portmann Date: ,I IDtaOther: N/A Level: N/A ANII Review: Tom Wyatt, ANII Date:

Comments:

Penetrations associated with Plate: PEN-101, PEN-102, PEN-103, PEN-104, PEN-105, PEN-106, PEN-107, PEN-108, PEN-110,PEN-111, PEN-112, PEN-113, PEN-116, PEN-121, PEN-122, PEN-125, PEN-126, PEN-127, PEN-128, PEN-129, PEN-130, PEN-131,PEN-132, PEN-133, PEN-1 34, PEN-135, PEN-136Liners associated with Plate: RBLN-1017, RBLN-1018, RBLW-1019, RBLN-1020, RBLN-1021, RBLN-1022, RBLN-1023, RBLht-1024, RBLN-1025, RBLN-1026, RBLN-1027, RBLN-1028, RBLN-1029, RBLN-1030, RBLN-1031, RBLN-1032, RBLN-1033, RBLN-1034, RBLN-1035, RBLN-1036, RBLN-1037, RBLN-1038, RBLN-1039, RBLN-1040, RBLN-1041, RBIN-1042, RBLN-1043, RBLN-10", RBLN-1155, RBLN-1156, RBLN-1157, RBLN-1158, RBLN-1159, RDLN-1160, RBLN-1161, RBLN-1167, RBLN-1168, RBLN-1169, RBLN-1170, RBLN-1171, RBLN-1172, RBLN-1175

hem #1 (Reference Page I - Condition 10): Discoloration. (See VT-I Report VT-07-306)

Item #2 (Reference Page 1 - Condition 13). Bulging of liner. (See VT-1 Report VT-07-306)

Item #3 (Reference Page I - Condition 13). Bulging of liner. (See VT-1 Report VT-07-306)

Item #4 (Reference Page 1 - Condition 13). Bulging of liner. (See VT-1 Report VT-074M06)

. i 05 (Reference Page 1 - Condition 04). Peeling of Paint. (See VT-1 Report VT-07-306)

Item #6 (Reference Page 1 - Condition 01, 05, 06,16): Multiple areas of rust. (See VT-I Report VT-07-306).

Item #7 (Reference Page 1 - Condition 02). Flaking of paint. (See VT-1 Report VT-07-306)

Inaccessible Areas:

-Approximate Azimuth 55 -60 Degrees, from Elevation 119' - 160': Area behind HVACrduct work outside parameters for VT-3/V-1.*Approximate Azimuth 65 - 70 Degrees, from Elevation 119' - 160': Area behind HVAC duct work outside parameters for VT-3NT-1.

NudearGe10rioniGroup

Visual Examination of IWE Surfaces (VT-1)

Silo/Unit: CR3 / 3. Summary No.: El.12.0157

Workscope: ISI

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 7

Code: ASME 1992 Ed. Thru 92 Ad. CatJIltem: E-A/EI.12 Location: RB-119'-160'

D(awing No.: S-525-002 Description: RB Wall Liner Plate - 00 to 90*

System ID* MC






Light Meter Mfg.: GE IUghting Serial No.: 0699 (lr.3375) Illumination: > 200ftc

UIght Verification Times: Cal In 6, 1245 / 1530 W N/A Cal Out e 1800


Coated Areas .X

Accept



N/A CommentsRejectSee

N/A CommentsAccept Reject

0 1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

JLX-IL

XL

XA

12) Broken Welds

13) Bulging of Uner

14) Pitling

IS) Excessive Corrosion

16) Wear

17) ARC Strikes

18) Dents


20) Other

- - x1

- - X.


Results: Accept f] Reject [] EvaJ 2 N CA *" Z 5'7 7,,

Percent Of Coverage Obtained > 90%/6: N/A Reviewed Previous Data: Yes

E3aminer Level IIl Signature Date Reviewer Signature DateKo-mara, Berard P. 11/11/2007 Joe Lese,.PE 2

IEneAminer Level N/A Signature Dale Site Review -. t Date

Rick Postmann 1) 1211:,17Pher Level WA Signature Date ANII Review I

IWI Tomn Wyatt ANII /17/ 7171

Nudear Supplemental ReportReport No.: Vr-07-306

Page: 2 of 7


Examiner: Komarm, Bernard P. /4D//( Level: III Reviewer: Joe Lese, PE Date:

Examiner: N/A Level: N/A Site Review: Rick Portmann lre Date: Igjhz o,__

Other: N/A Level: N/A ANII Review: Tom Wyatt ANII Date:

Comments:

Item #1 (Reference Page 1 -Condition 10): Approximate Elevation 119'- 124'. Approximate Azimuth 20 Degrees.Discoloration. (See VT-3 Report VT-07-066). VT-1 determined that degradation to the liner or coating has not occurred In thearea Identified. Discoloration appears to be due to previous spillage of oil and splashing of grout/cement.RE: Photo L:JEngineering\Tech Services\JSI IWE & IWLPhoto\2007 RIS IWE Photo\ VT-07-306-1 .jpg, VT-07-306-2.Jpg & VT-07-306-3.jpg.Item #2 (Reference Page 1 - Condition 13). Approximate Elevation 152'. Approximate Azimuth 75 Degrees. Bulging of liner.(See VT-3 Report 07-066). VT-1 determined that dimensions of bulge areas are as follows:a) 12" LX 12" Wb) 12" L X 12" Wc) 12" L X 12" WNo degradation such as rust or deterioration of the liner was noted.Item #3 (Reference Page I - Condition 13). Approximate Elevation 140'. Approximate Azimuth 80 Degrees. Bulging of liner.(See VT-3 Report VT-07-066). VT-1 determined that dimensions of bulge areas are as follows:a) 12" L X 12" Wb) 36" L X 12"Wc) 2 4 " L X 12" W

oudegradation such as rust or deterioration of the liner was noted. "Tap Tests" of the bulged areas resulted in a hollownd indicating a gap exists between the liner and concrete.

E. Photo L:AEngineeuing\Tech ServicesUJSI [WE & IWLXPhotol2007 RIS IWE Photo% VT-07-306-4.jpg, VT-07-306-5.jpg, VT-07-306-6jlpg & VT-07-306-7.jpg DSC01 379,01380,01381, 01382.Jpg.Item 04 (Reference Page 1 - Condition 13). Approximate Elevation 155'. Approximate Azimuth 85 Degrees. Bulging of liner.(See VT-3 Report VT-07-066). VT-1 determined that dimensions of bulge areas are as follows:a) 12" L X 12" Wb) 12" L X 12" Wc) 12" L X 12" WNo degradation such as rust or deterioration of the liner was noted.Item #5 (Reference Page I - Condition 04). Approximate Elevation 120'. Approximate Azimuth 90 Degrees. Peeling of painL(See VT-3 Report VT-07-066). VT-1 determined that the top coat was separating due to application of paint over a 3-4" diametersurvey marker. The primer is still adhering to the liner. No degradation such as rust or deterioration of the liner was noted.item #6 (Reference Page I - Condition 01,05, 06, 16): Approximate Elevation 119'- 160'. Approximate Azimuth 0 - 90 Degrees.Multiple areas of rust. (See VT-3 Report VT-07-066). VT-i determined that wastage corrosion has not occurred In the areasIdentified. The rust is a result of failure of the liner coating primarily due to mechanical Impact (chipping) and abrasion (wear).Most areas are 1/2" - <2" in area or diameter.Item #7 (Reference Page I - Condition 02). Approximate Elevation 120 - 125'. Approximate Azimuth 0 - 90 Degrees. Flaking ofpoinL (See VT-3 Report VT-07-066). VT-1 determined that coatings on the faces of the following penetrations have deterioratedand light to medium rust has developed. Wastage corrosion has not occurred in the areas identified. Deterioration of thecoating is most likely due to heat from the process piping.a) Penetration: 105 Elevation: 123' Azimuth: 38 Degreesb) Penetration: 106 Elevation: 123' Azimuth: 45 Degreesc) Penetration: 121 Elevation: 133' Azimuth; 30 Degreesd) Penetration: 122 Elevation: 133' Azimuth: 32 Degreese) Penetration: 107 Elevation: 123' Azimuth: 90 Degreesf) Penetration: 108 Elevation: 123' Azimuth: 80 Degrees

EE SHEET 7 OF 7 FOR UT OF BULGES FOR ITEM #3, AREAS 3a, 3b & 3c.

Supplemental Report


Paeg: S Of 7

Summary No.: El.12.0167

Examiner. Komara, Bernard P. -4,0191C

Examiner: N/A

Other N/A

Level: III

Level: N/A

Level: N/A




Date:

Date:

Date:i. v

Comments: PHOTOS ASSOCIATED WITH ITEM # I

Sketch or Photo: L:\Engineedrng\Tech ServlcesISI IWE & IWL\Photos-20-7 R15 IWE Pbotos\VT-07-306.1 .jpg

L:AlEngineering\Tech Servlces'JSI IWE & IWL\Photos\2OO7 R15 IWE Photos\VT-07.308-2.ipg

poos oUALU1 Y C~t2'(

0Supplemental Report

Report No.:

Page:

Summary No.:

Examiner:

Examiner.

Other:

E1.12.0157

Komara, Bernard P.

N/A

N/A

10,60,

VT-07-306

4 ol 7

Date:

Date: of /_._

Date: /

Level: III

Level: N/A

Level: N/A


Site Review:. Rick Portmann



Sketch or Photo: L:\EngineedngxTech ServlcesISI IWE & IWL\Photosý27 R15 IWE Photos\VT-O7-306.3.Jpg

L:%EngirieerngXTech SerftcssISI IWE & IWLX~hotos=207 R15 IWE PhotosXVT-07-306-4.jpg

. POOR QUALITY COPY

Supplemental ReportAurderGen'ao.

Report No.:

Page:

4

VT-07-306

5 of 7

Date:

Date:____

Dale: 4 _/



Examiner: WA

Other: N/A

6A'( Level: III

Level: N/A

Level: NWA


Site Review: Rlck Portmann


Comments: PHOTOS ASSOCIATED WITH ITEM # 3

Sketch o0 Photo: L:\Engineedng\TeCh SeMcestISI IWE & IWL\Photos•2O7 RI IWE Photos\VT-07-306.Sjpg

L:AEnginaerlngXTech ServicesXSlI WE & IWL'%PhotosM2O7 RIS IWE PhotosWVTO7-306.6.jpg

. fý),LJIMAUTYi COPY

Nucl., Supplemental ReportGerteraW-GromW Reporl No.

Wmmary No.: E1.12.0157

Page

Examiner Komara, Bernard P. M1,A• Level: III Reviewer Joe Lese, PE

Examiner: N/A Level: N/A Site Review: Rick Portmann ti

Other: N/A Level: N/A ANII Review: Tom Wyatt, ANII

VT-07-306

6 of 7

Date:

Date: _1__,_l_'__

Date: /2I/0

Comments: PHOTOS ASSOCIATED WITH ITEM # 3

pOOR QUALITY COPY

Sketch or Photo: L\ngireening\Tech S.vices\ISt IWE & WL\Photos\2OT7R15 IWE Photos\VT-07-306&7.ipg

0

0

NuclarGenera'oeGoup

. mmary No.: E1.12.0157

Supplemental ReportReport No.: Vr-07-306

Page: 7 of 7

Sketch or Photo: L:AEngineeringlTech ServiceskJS I WE & IWLPhiats=2O7 R15 IWE PhotosMJT o Cafntanmet Linr Bulges-tif

QA Ur"8 Rev 7

- Xb.NOE Report 9 0704

Page L of -ICIGNTAL ULTRASONIC JVICICESS HOE W"PRT

Plant 0BSNP §ACR3C frt4P (3RNP W04$(*Wj-Ait 0 1 012 f&3 Dte. 1 1=217

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I Ca~wbort IP ttorurce W,: 0 Tom ftw~ac"i~c~er No. WA Pr- Ca. d-ass y~SaapBockSRON: II eQLU- 0C4 0 SIS 0 other(Dasabe eiow2 Cal Ctte&Tw~N&AM Xi~...IrsnduWMfg PanaMellcshwdal .71t 5114 SP. 122Z7 Iwwtm _314 Fgan: 5 M~tz 0 S~ion 0 Dug

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wrg:A~p..,.w.'J e~~r,-." #*' P#4~ms.W Z'0.'Z g~* AE .v/,wft.7

o IMAGE AREA 3AMaw X 12

aBULGE AREA 3831r X 1

HULGE AREA 3C24*X I

R;F/

Va~tv.* ~e-~~e4 1kapeto Kevin M. Kuiany Ceriticetian Leval I Lid A-Scan Dom 111=7

tnspeamu WA C4"dikslion Lewdl WA WaMA

Revownd Oy( eqis

NGGM-PM-O01 1 ALPPEND16/P

Nuc Uar Visual ExG~~~roup

Site/Unit: CR3 1 3


Workscope: ISI

amination of IWE Surfaces (VT-3)


Procedure Rev.: 2


Outage No.: RFOI 5-IWE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat./Item: E-AIE1.12 Location: RB.160'-242'

Drawing No.: S-525-002 Description: RB Wall Liner Plate - 0° to 90"

System ID: MC



Resolution: 1/32' Line Surface Condition: As Found


Inspected From: Inside Containment . Outside Containment 0 Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (11-3375) Illumination: > 200ftc

Light Verification Times: Cal In W 1245 I 1530 W WA Cal Out 1 1800



Coated Areas X

Accept

Non-Coated Areas _See

N/A CommentsSee

N/A CommentsReject Accept Reject

.1) Rust

2) Flaking

3) Blistering4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

IL

x

XIL

IL

12) Broken Welds


14) Pining


16) Wear

17) ARC Strikes

18) Dents


20) Other

X-X.

X1

.A.

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. PREVIOUS DATA VERIFIED, NO CHANGES NOTED.

Results: Accept •. Reject [ Eval C]

Percent Of Coverage Obtained ;. 90%: N/A Reviewed Previous Data: Yes

Examiner Level II Signature Date Reviewer Sig ture DateLeBlanc, Marc J. elPr. 1112012007 Joe Lese, PE (3.Examiner Level 11 Si ture Date Site Review ig uri I~ate

A nier, Jason B. 11/20/2007DRick Portmann ANII Revw

111hr Level w9Signature Date ANII Review \./j. Signalu,6 Date

IN/A Teom Wyatt, ANtI

~NtjCNOWGerefa6O

Supplemental Report


Page: 2 of 2




/4 4"LJ1 (

Level: II

Level: II

Level: MA


Site Review: Rick Portmann I/

ANII Review: Tom Wyatt, ANII //

D ate: - 7 . d.

Date:

Date: 2Othor: NWA- w6,1.11•.

Comments:

Uners associated with Plate: RBLN-1045, RBLN-1046, RBLN-1047, RBLN-1048, RBLN-1049, RBLN-1050, RBLN-1051, RBLN-1052, RBLN-1053, RBLN-1054, RBLN-1055, RBLN-1056, RBLN-1057, RBLN-1058, RBLN-1059, RBLN-1060, RBLN-1061, RBLN-1062, RBLN-1063, RBLN-1064, RBLN-1065, RBLN-1066, RBLN-1067, RBLN-1068, RBLN-1069, RBLN-1070, RBLN-1071, RBLN-1072, RBLN-1073, RBLN-1074, RBLN-1075, RBLN-1076, RBLN-1077, RBLN-1078, RBLN-1079, RBLN-1080, RBLN-1081, RBLN-1082, RBLN-1083, RBLN-1084, RBLN-1085, RBLN-1086, RBLN-1087, RBLN-1088, RBLN-1089, RBLN-1090, RBLN-1091, RBLN-1092, RBLN-1093, RBLN-1094, RBLN-1095, RBLN-1096, RBLN-1097, RBLN-1098, RBLN-1099, RBLN-1100, RBLN-1101, RBLN-1102, RBLN-1103, RBLN-1104, RBLN-1113, RSLN-1114, RBLN-1115, RBLN-1116, RBLN-1117, RBLN-1118, RBLN-1119, RBLN-1120, RBLN-1121, RBLN-1122, RBLN-1123, ABLN-1124, RBLN-1125, RBLN-1126, RBLN-1 127. RBLN-1128, RBLN-1129, RBLN-1130, RBLN-1162, RBLN-1163, RBLN-1164, RBLN-1165, RBLN-1166, RBLN-1176, RBLN-11T7, RBLN-1178, RBLN-1179, RBLN-1180, RBLN-1181, RBLN-1182, RBLN-1183, RBLN-1184, RBLN-1185, RBLN-1186, RBLN-1187, RBLN-1188, RBLN-1189, RBLN-1190, RBLN-1 191, RBLN-1192. RBLN-1193

to

Nucdear, Visual EGenea'0nGroup

Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043

Outage No.: RFOI 5-WE

Report No.: VT-07.068

Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat Jtem: E-AJE1.12 Location: RB-242'-250'

Drawing No.: S-525-002 Description: RB Wall Uner Plate - 0' to 90° / Crane Runaway Supporl Gallery

System ID: MC





Inspocted From: Inside Containment G Outside Containment 0 Both 0

Ught Meter Mfg.: GE Lighting Serial No.: 0699 (11-3375) Illumination: > 200f1c

Light Verification Times: Cal In [] 1400 1 1500 / N/A Cal Out L 1630

Visual Examination: Direcl/Remote

Coated Areas .X.

Accept


Non-Coated Areas .X.See

N/A Comments

-SeeN/A CommentsReject Accept Reject

.10) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

-X-X

I-

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

IL

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. NO CHANGE NOTED FROM PREVIOUS DATA.

Results: Accept [ Reject CI] Eval []


Examiner Level IIl Signature Date Reviewer lure DateKornara, Bernard P. . 2. eo 11/21/2007 Joe Lese, PE 01

Examiner Level nat Date Site ReviewDateipechaln, Lenus F. .i.00. .t.7 Rick Porlmann 0 1,

r er Level WA ignalure Dale ANII Review lureDate

N/A Tom Wyatt, ANtII

•NUCW, SulG/eneratwon


Examiner. Komara, Bemard P. Level

Examiner. Duplechain, Lenus F. / ( Level

Other: N/A Level

plemental Report


Page: 2 of 2

I: III. N/A


Site Review: Rick Pofemann .Q,/


Date:

Date:

Date:

Comments:

Liners associated with Plate: RBLN-1105, RBLN-1106, RBLN-1107, RBL.N-1108, RBLN-1109, RBLN-1110, RBLN-1111, RBLN-1112, RBLN-1 131, FtBLN-1 132, RSLN-1 133, RBLN-1 134, RBLN-1 135, RBLN-11136, RBLN-1 137, ROLN-1 138, RBLN-1 139, RBLN-1140, RBLN-1141, RBLN-1142, RBLN-1143, RBLN-1144, RBLN-114S, RBLN-1146, RBLN-1147, RBLN-1148, RBLN-1149, RBLN-1150, RBLN-11I2. RBLN-1153, RBLN-1154

NudealrGencialion


Site/Unit: CR3 f 3

e Summary No.: E1.12.0160

Workscope: IS)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItom: E-AIE1.12 Location: RB-250'

Drawing No.: S-525-006 Description: RB Dome Uner Plate - 0" to 90"

System ID: MC





Inspected From: Inside Containment @ Outside Containment 0 Both 0

Ught Meter Mfg.: GE Lighting Serial No.: 0699 (71-3375) Illumination: > 200ftc

Light Verification Times: Cal In W] 1400 1500N/A Cal Out [] 1630


Coated Areas ceL

Accept



N/A CommentsSee


@1) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) O1her

.X

IL.

IL.

.x.

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

x

.X-

JLiL

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGE NOTED FROM PREVIOUS DATA, TAPE/SURVEYMARKERS REMAIN AFFIXED IN PLACE AT AZMUITH -80"Results: Accept [] Reject -] Eval n


Examiner Level Ill Signature Date Reviewer gnature Date

Komara, Bernard P. A n. ! 11/21/2007yJoeLese, PE, ~~ S it=ý ý J 1/ 0 7 J e R evew , P E SiExaminer Level 11 _.,Signate Date Site Review I r ature Date

Awlechain, Lenus F. . 1 1/21/2007 Rick Po.tmann

whir Level WA Signature Date ANII Review

N/A Tom Wyatt, ANtI

NuckwiaGonmadwGroup

Supplemental Report


Page: 2 of 2

SummaryNo.: E1.12.0160

Examiner Komara, Bernard P. /,;P*_. Level: III

Examiner Duplechain, Lenus F. Level: 11

Other: W/A Level: W/A



ANtI Review: Tom Wyatt, ANDi

Date:

Date:/I/ZP'o7

Date:

Comments:

Uners associated with Plate: RBLN-1500, RBLN-1501, RBLN-1502, RBLN-1503, RBLN-1504, RBLN-11505, RBLN-1506, RBIN-1507, RBLN-1506, RBLN-11509, RBLN-1510, RBLN-1 511, RBLM-1512, RBLN-1513, RBLN-1514, RBIN-151S, RBLN-1516, RBLN-1517, RBLN-1518, RBLN-1519, RBLN-1520, RBLN-1521, RBLN-1522, RBLN-1523, RBLN-1524, RBLN-1525, RBLN-1526, RBLN-1527, RBLN-1528, RBLN-1529, RBLN-1530, RBLN-1531, RBLN-1532, RBLN-1533, RBLN-1534, RBLN-1535, RBLN-1536, RBLN-1537, RBLN-1538, RBLN-1539, RBLN-1540, RBLN-1541, RBLN-1542, RBLN-1543, RBLN-1544, RBLN-1545, RBLN-1547, RBLN-1548, RBLN-1549, RBLN-1550, RBLN-1551, ROLN-1552, RBLN-1553, RBLN-1554, RBLN-1555, RBLN-1556, RBLN-1557, RBLN-1558, R8.4-1559, RBLN-1561, RBLN-1562, RBLN-11563, RBIt.-1564, RBLN-1665, ROLN-i566

(,Nudear Visual ExGenwaWonGroup

Site/Unit: CR3 / 3


Workscope: ISI



Procedure Rev.: 2


Outage No.: RFO1 54IWE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Catiltem: E-AIE1.12 Location: RB EL 93'-0"

Drawing No.. S-525-001 Description: BasementUner Embedded in 24' Concrete

System ID: MC



Resolution: 1/32" Une Surface Condition: WIPED AS NEEDED



Light Meter Mfg.: GE Ughting Serial No.: 0699 ("1-3375) Illumination: > 200ftc

Light Verification Times: Cal In 2] 1350 / N/A I N/A Cal Out [ 1730



Coated Areas -,-

Accept

Non-Coated Areas X.

SeeComments

SeeN/A CommentsReject

0)2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

Rust

Flaking

Blistering

Peeling

Chipping

Wear

Checking

Cracking

Gouges

Discoloration

Other

N/A

IL

xX

X

Accept Reject

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

- - xI- .X

Comments:ADDTONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGES NOTED FROM PREVIOUS DATA. SEESUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.Results: Accept W] Reject [] Eval []


[Examiner Level II Signature Date Reviewer Si ature DateKomara, Bernard P. ,/1 I /9 11/5/2007 JoeLese, PEwA " .211 ' -

Examiner Level N/A Signature Date Site Review nature Date

Rick Portmann L L, i uevr Level N/A Signature -0at ANII Review Ad ature Oit

FV TomnWat ANII

SNo:e.0

Summary No.. E1.12.0161

Supplemental Report


Page: 2 of 2

Examiner Komarea, Bernard P. Avl

Examiner N/A

Other WA

Level: IIl Reviewer: Joe, Lse,,PE

Level: WA Site Review: Rick Portmann'-j

Level: N/A ANII Review: Tom Wyatt, ANII•ro-d" - .

Date: 112,--6)'Date:

Date:

Comments:

Not Accessible

Inoccessible Areas: (Comments for RSLP-2001)-The base containment liner plate is coveted by a two foot (2) thick concrete slab and therefore is inaccessible for VT-3/VT-1Examination.

Accessible Areas: (Comments for RBLP-2001)mThe accessible concrete surface areas, construction joints, and other slab penetrating mediums were examined for evidence

of base plate degradation. None was noted.

Nudea' Visual EiGeneationGroup

Site/Unit: CR3 I 3

O Summary No.: EI.12.0162

Workiscope: ISO


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: I of 2

Code: ASME 1992 Ed. Thru 92 Ad. Catiltem: E-A/E1.12 Location: RB-95'-119'

Drawing No.: S-525-003 Description: RB Wall Uner Plate - 90' to 180"

System ID: MC





Inspected Prom: Inside Containment ® Outside Containment 0 Both 0

Light Meter Mfg.: GE Lightirng Serial No.: 0699 (Ti-3375) Illumination: > 200ftc

Light Verification Times: Cal In v 1350 1 1600 f W/A Cal Out 1 1730


Coaled Areas

Accept



NIA CommentsReject Accept RejectSee

N/A Comments

.1) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

.,A-

.,A-

.,A.

XA

12)

13)

14)

15)

16)

17)

18)

19)

20)

Broken Welds

Bulging of Liner

Pitting

Excessive Corrosion

Wear

ARC Strikes

Dents

Surface Discontinuilies

Other.X

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIEDCONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept [] Reject [] Eval Ea AJCZ"' Z5_7 1-AZ


Examiner Level tII Signature Date Reviewer Signature DateKomara, Bernard P. 1115/2007 Joe Lese, PE G.) \ ,., . )Examiner Level 1 Signature Date Site Review Ate

Blanc, Marc J. 1115 0.e /W2007 Rick Portmann I,-. tIz Ii roi z0

or Level NIA Signature Date ANII Review 11)j~~t DateN/A Tom Wyatt, AKtI

tNudcatd~h GenciafiofGrowp

Supplemental Report


Page: 2 of 2


Examiner: Komara, Bernard P. MPejExaminer: LeBlanc, Marc J. ff1 V"

Other: N/A

Level: III

Level: II

Level: N/A

Reviewer Joe Lose, PE _6ý

Site Review: Rick Portmann 1-J

ANtI Review: Tom Wyatt, ANiI -

LI"

Date: WlZ.o")

Date:Date:

Comments:

Peletramtons associated with Plate: PEN-206, PEN-207Liners associated with Plate: RBLN-2001, RBLN-2002, RBLN-2003, RBN-2004, RBLN-2005, RBLN-2006, RBLN-2007, RBLM-2008, RBLN-2009, RBLN-2010, RBLN-2011, RBLN-2012, RBLN-2013, RBLN-2014, RBLNo2015, RBLN-2016, RBLN-2017, RBLN-2018.

Item #1 (Reference Page 1 -Condition 01,05, 06, 16): Multiple areas of rust. (See VT-1 Report 07-210).

Inaccessible Areas:sApproximate Azimuth 105 - 125 Degrees: Area behind HVAC duct work outside parameters for VT-3/VT-1.-Approximate Azimuth 170 Degrees: Area behind HVAC duct work outside parameters for VT-3/VT-.

NuVisual E)GerwatonGroup

Site/Unit: CR3 I 3

. Summary No.: E1.12.0162

Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cah/ltem: E-AIE1.12 Location: RB-95'-119'

Drawing No.: S-525-003 Descriptlon: RB Wall Uner Plate - 90" to 180"

System ID: MC



Resolution: 1132" Une Surface Condition: As Found

Visual EquipmentlAids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight.

Inspected From: Inside Containment ( Outside Containment 0 Both 0


Light Verification limes: Cal In [ 1350 I 1600 / N/A Cal Out 10 1730



Coated Areas X

Accept


N/A CommentsSee

Accept Reject MIA CommentsReject

.) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

to) Discoloration

11) Other

.X.

.X 12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

- - z. IL


Results: Accept 0 Reject f- Eval &a Il e.z S, 1" z'Y L/


iExaminer Level Ill Signature Date Reviewer Signature DateKomlare, Bernard. P. I• IW-. 15/07 Joe Less, PE •Tz 0 • , 1"' "

I

Eaminer Level 11 Signature Date Site Review atIgnafre " ateE/anclnar Ll 11/5r21 RickP ann

r Level N/A Sintr aeANII Review Sign re DateN/ Torn Wyatt ANI A/ 9

NudeirGeuemrltoGrM1V

Supplemental Report


Page: 2 of 2


Examiner. Komara, Bernard P. AP/1Examiner LeBlanc, Marc J. p 1 "'L

Other N/A

Level: IlI

Level: II

Level: NIA

Reviewer Joe Lose, PE (Site Review: Rick Portmann- le

ANII Review: Tom Wyatt, ANH 11101

Date:

Date: _____z

Comments.

Penetrations associated with Plate: PEN-206, PEN-207Liners associated with Plate: RBLN-2001, RBLN-2002, RBLN-2003, RBLN-2004, RBLN-2005, RBLN-2008, RBLN-2007, RBLN-2008, RBLN-2009, RBLN-2010, RBLN-2011, RBLN-2012, RBLN-2013, RBLN-2014, RBLN-2015, RBLN-2016, RBLN-2017, RBLN-2018.

Item 01 (Reference Page 1 - Condition 01, 05,06, 16): Approximate Elevation 95' - 119'. Approximate Azimuth 90 - 180Degrees. Multiple areas of rust. (See VT-3 Report VT-07-071). VT-1 determined that wastage corrosion has not occurred In theareas Identified. The rust is a result of failure of the liner coating primarily due to mechanical impact (chipping) and abrasion(wear). Most areas are 1U2" - 2" In area or diameter.

I.

',.

Nuclr Visual ExanGeneralior.Group

Site/Unit: CR3 3. Summary No.. E1.12,0163

Workscope: ISl

Code: ASME 1992 Ed. Thru 92 Ad. Cat ltem:

Drawing No.: S-525-003

System ID: MC


Limitations: EXAMINED ALL ACCESSIBLE ARE

ination of IWE Surfaces (VT-3)


Procedure Rev.: 2


E-AJEl.12 Location:

Doscrption: RB Wall Liner Plate - 900 to 1800.

Outage No.: RFOI5-IWE


Page- I of 2

RB-1 19'-160'

AS



Inspected From: Inside Containment (g Outside Containment 0 Both 0


Light Verification Times: Cal In FA 1245 I 1530 1 N/A Cal Out F? 1800



Coated Areas

Accept


CommentsSee

Accept Reject N/A CommentsReject N/A

. 1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10). Discoloration

11) Other

.x

-.LX

IL

12) Broken Welds


14) Pining


16) Wear

17) ARC Strikes

18) Dents


20) Other

X

X

xKxK

1K

xK

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2.CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept E] Reject [] Eval Sd

Percent O Coverage Obtained > 90%: N/A

THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIED

tjCie*- 757 Z.4ZReviewed Previous Data: Yes

. .. , Signature

NSupplemental ReportReport No.: VT'-07-72

Page: 2 of 2


Examiner: Komara, Bernard P. 9P/L/ Level: III Reviewer: Joe Lese, PE Date: kkEZ-o)

Examiner: NIA Level: W/A Site Review: RickPortmann Date: _,,/7.

Other: M/A Level: IA ANII Review: Tom Wyatt, ANII I Date: /)v •7

Comments:

Penetrations associated with Plate: PEN-201, PEN-202, PEN-203, PEN-204, PEN-205, PEN-208, PEN-209, PEN-210, PEN-21 1,PEW-212, PEN-213, PEN-214, PEN-215, PEN-216, PEN-217, PEN-222Liners associated with Plate: RBLN-2019, RBLN-2020, RBLN-2021, RBLN-2022, RBLN-2023, RBLN-2024, RBLN-2025, RBLN-2026, RBLN-2027, RBLN-2028, RBLN-2029, RBLN-2030, RBLN-2031, RBLN-2032, RBLN-2033, RBLN-2034, RBLN-2035, RBLN-2036, RBLIN-2037, RBLN-2038, RBLN-2039, RBLN-2040, RBLN-2041, RBLN-2042, RBLN-2043, RBLN-2044, RBLN-2045, RBLN-2046, RBLM-2095, RBLN-2096. RBLN-2097, RBLN-2098, RBLN-2099, RBLN-21100, RBLN-2101, RBLN-2102, RBLN-2103, RBLN-2104, RBL.N-2105, RBLN-2106, RBLN-2107, RBLN-2108, RBLN-2139,

Item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Multiple areas of rust. (See VT-1 Report VT-07-307).Item #2 (Reference Page 1 - Condition 13). Bulging of liner. (See VT-1 Report VT-07-307)Item 33 (Reference Page 1 - Condition 11, 20). Other - Welded lugs. (See VT-1 Report VT-07-307)Item #4 (Reference Page 1 - Condition 02). Flaking of paint. (See VT-1 Report VT-07-307)

Inaccessible Areas:-Approximate Azimuth 105 - 125 Degrees: Area behind HVAC duct work outside parameters for VT-3/VT-1.-Approximate Azimuth 170 Degrees: Area behind HVAC duct work outside parameters for VT-3NVT-1.

Nuc.•r Visual E)Genetator

Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJitem: E-A/Et.12 Location: RB-119'-160'

Drawing No.: S-525-003 Description: RB Wall Liner Plate - 90" to 180"

System ID: MC





Inspected From: Inside Containment (j) Outside Containment 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (1I-3375) Illumination: > 200ftc

Ught Verification Times: Cal In •. 1245 1530 1 N/A Cal Out 91 1800



Coated Areas Ae

Accept

Non-Coated Areas J.See

N/A CommentsSee


O1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

X-I

JL

JL

JL

.2L

ILXA

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

IL.

XA

IL.

IL.

xL

xA

Commenls:SEE SUPPLEMENTAL REPORT

Results: Accept [3 Reject [] Eval 9 Ki.. ti 0 7 4 z; z 7 .-?

Percent 01Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Komara, Bemard P. .,. u,..ir... 11/111/2007 Joe Lese, PE Wa ea'ExaminerNVA

Level N/A Signature Date Site ReviewRick Portmann

Ric, PI atesi (TIC7

t J

EtherN/A

Level N/A Signature Date ANII ReviewTom Wyatt, ANII

~j~4a t ureI

_M/kaJ/D1.2 ;ater

Nudear Supplemental Report~Gcncabwl

d Repofl No.: VT-07-307

Page: 2 of 2


Examiner Komara, Bernard P. Ape. Level: III Reviewer: JoeLese,PEF 4 4 Date: W. 1 -0)

Examiner: N/A Level: N/A Site Review: RickPortmannh>:%j/ Date:

Other: WUA Level: N/A ANtI Review: Tom Wyatt, ANII Date:

Comments:

Iltem #1 (Reference Page 1 - Condition 01, 05, 06,16): Approximate Elevation 95'- 119'. Approximate Azimuth 90 - 180Degrees. Multiple areas of rust. (See VT-3 Report VT-07-072). VT-1 determined that wastage corrosion has not occurred in theareas Identified. The rust is a result of failure of the liner coating primarily due to mechanical Impact (chipping) and abrasion(wear). Most areas are 1/2" -2•" in area or diameter.

Item #2 (Reference Page I - Condition 13). Approximate Elevation 155'. Approximate Azimuth 95 Degrees. Bulging of liner.(See VT-3 Report VT-07-072). VT-i determined that dimension of bulge area is as follows:a)012" L X 12" WNo degradation such as rust or deterioration of the liner was noted.

Item #3 (Reference Page 1 - Condition 11, 20). Approximate Elevation 129'. Approximate Azimuth 25 - 140 Degrees. Other -Welded lugs. (See VT-3 Report VT-07-072). VT-1 determined five (5) lugs welded to the liner plate are coated. No degradation ordeterioration of the liner was noted.

Item #4 (Reference Page 1 - Condition 02). Approximate Elevation 123'. Approximate Azimuth 100 Degrees. Flaking of paint.(See VT-3 Report VT-07-072). VT-1 determined that coatings on the face of the following penetration has deteriorated and lightto medium rust has developed. Wastage corrosion has not occurred in the areas Identified. Deterioration of the coating Is

ost likely due to heat from the process piping.Penetration: 201 Elevation: 123' Azimuth: 100 Degrees

I.O

Nud.• Visual E,6GevaisonGroup

SitefUnit: CR3 I 3


Workscope: IS1


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043

Outage No.: RFOt •4WE

Report No.: V".07,073

Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem: E-A/El.12 Location: RB-160'-242'

Drawing No.: S-525-003 Description: RB Wall Liner Plate - 90' to 180"

System ID: MC






Light Meter Mfg.: GE Ughting Serial No.: 0699 (n-3375) Illumination: > 200ftc

Light Verification Times: Cal In W 1245 S 1530 / N/A Cal Out 1 1800



Coated Areas .x

Accept Reject

Non-Coated Areas .XISee

NWA CommentsSee


O 1) Rust2) Flaking

3) Blistering4) Peeling

5) Chipping6) Wear

7) Checking


10) Discoloration

11) Other

ILJLXIL

JLILJLXX

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

XIx

.1xAxLIxXX

-A-

.Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. THE FOLLOWING CHANGES TO PREVIOUSLY RECORDEDCONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept El Reject [] Evatlg •.jd•1 Z• • ZLZ',.


c bNudeamGcnval on


Supplemental Report


Page: 2 of 2

Examinor: LeBlanc, Marc J. ,Af tExaminer: Sonnier, Jason B.

Other: N/A

Level: II

Level: II

Level: N/A

Reviewor: Joe Lese, PE



Date: JL,,.Date:

Dae 7

Comments:

Liners OssocIated with Plate: RBLN-2047, RBLN-2048, RBLN-2049, RBLN-2050, RBLN-2051, RBLN-2052, RBLN-2053, RBLN-2054, RBLN-2055, RBLN-2056, RBLN-2057, RBLN-2058, RBLN-2059, RBLN-2060, RBLN-2062, RBLN-2063, RBLN-2064, RBLN-2065, RBLN-2066, RBLN-2067, RBLN-2068, RBLN-2069, RBLN-2070, RBLN-2071, RBLN-2072, RBLN-2073, RBLN-2074, RBLN-2075, RBLN-2076, RBLN-2077, RBLN-2078, RBLN-2079, RBLN-2080, RBLN-2081, RBLN-2082, RBLN-2083, RBLN-2084, RBLN-2085, RBLN-2086, RBLN-2087, RBLN-2088, RBLN-2089, RBLN-2090, RBLN-2091, RBLN-2092, RBLN-2093, RBLN-2094, RBLN-2109, RBLN-2110, RBLN-2111, RBLN-2112, RBLN-2113, RBLN-2114, RBLN-2115, RBLN-2116, RBLN-2117, RBLN-2118, RBLN-2121, RBLN-2122, RBLN-2123, RBLN-2124, RBLN-2125, RBLN-2126, RBLN-2127, RBLN-2128, RBLN-2129, RBLN-2130, RBLN-2131, RBLN-2132, RBLN-2133, RBLN-2134, RBLN-2135, RBLN-2136, RBLN-2137, RBLN-2138.

INACCESSIBLE AREAS IN RBLP-2004

1) 100" TO 125' INACCESSIBLE AREA BEHING VERTICAL DUCT WORK WITH EXCEPTION OF 4' X 6 AREA BETWEEN THETWO DUCTS.

2)16W TO 173' 160' TO 195' INACCESSIBLE AREA BEHIND VERTICAL DUCT RUN.

3)168- TO 1601 185' TO 200' PARTIALLY INACCESSIBLE AREA BEHIND RING DUCT.

EM # 1 (REFERENCE PAGE 1, CONDITION 05) - VARIOUS CHIPPING, SCRAPES, AND NICKS ABOVE EQUIPMENT HATCHFROM LIFTS. PRIMER VISIBLE, NO CORROSION. AZMUITH 130G TO 160-, ELEVATION FROM 150' TO 170'. SEE VT-3 REPORTVT-07-308.

I.

Nuclear Visual E:Genviai~on

do, Group

Site/Unit: CR3 1 3


WorkscopO: ISl

xamination of IWE Surfaces (VT-1)

Pr(

WC


ocedure Rev.: 2

)rk Order No.: 681043

E-A/El.12 Location:

escnption: RB Wall Liner Plate - 90" to 180°



Page: 1 of 2

RB-160'-242°Code: ASME 1992 Ed. Thru 92 Ad. CatAtem:

Drawing No.: S-525-003 D,

System ID: MC



Resolution: 1/32' Line Surface Condition: As Found

Visual Equiprnent/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotilght.

Inspected From: Inside Containment (j Outside Containment 0 Both 0


Light Verification Times: Cal In [ 1245 1 1530 ! N/A Cal Out 2] 1800



Coated Areas

Accept


N/A CommentsSee


. 1) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

XXI-

x

X.X,xLxL

AxxL

I-

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

XJLJLJLJLJLJLJLJL


Results: Accept [] Reject [I Eval [] &)6911k 25-7&2-'ZPercent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

' ude-• Su:


Examiner: LeBlanc, Marc J. .4 Level

Examiner Sonnier, Jason B. .Y 5 Level

Other. N/A Leve

•plemental Report


Page: 2 of 2

1: N/A



ANII Review: Tom Wyatt, ANIIr-

Date:

Date:

Date: a

Comments:

INACCESSIBLE AREAS IN RBLP-2004

1) 100- TO 125- INACCESSIBLE AREA BEHING VERTICAL DUCT WORK WITH EXCEPTION OF 4' X 6' AREA BETWEEN THE

TWO DUCTS.

2)168- TO 173- 160' TO 195' INACCESSIBLE AREA BEHIND VERTICAL DUCT RUN.

3) 168- TO 180- 185' TO 200- PARTIALLY INACCESSIBLE AREA BEHIND RING DUCT.

ITEM # 1 (REFERENCE PAGE 1, CONDITION #5) - VARIOUS CHIPPING, SCRAPES, AND NICKS ABOVE EQUIPMENT HATCHFROM LIFTS. PRIMER VISIBLE, NO CORROSION. AZMUITH 130- TO 160-, ELEVATION FROM 150' TO 170'. SEE VT-3 REPORTVT-07-073.

0I.

, m•-• •,Visual E)Genesa~in

Site/Unit: CR3 I 3


Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NOEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-A/E1.12 Location: RB-242'-250'

Drawing No.: S-525-003 Description: RB Wall Liner Plate - 90 to 180" I Crane Runaway Supt. Gallery

System ID: MC






Ught Meter Mfg.: GE Ughting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Ught Verilication Times: Cal In 1 400 I 1500 I W/A Cal Out 1630



Coated Areas .,

Accept

Non-Coated Areas .1,See

N/A CommentsReject Accept RejectSee

N/A Comments

@1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

A.A.A.X.X-X.X.ILA.A.

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

A.X.A.A.A.A.A.A.

A.


Results: Accept [ Reject [] Eval I]


Examiner Level Ill Signature Date Reviewer Signature Date

Komare, Bernard P. 112/00 o esP 1-jdExaminer Level It atur Date Site Review lure Date

S .Ibplechain, Lenus F. 11/21/2007 Rick Portmann

her Level N/A Sinature Date ANII ReviewN/A To. a ANH ý2

MuckafIc~Caemeation0Grour4

Supplemental Report

Report No.:

Page:

VT-07-074

2 of 2


Examiner: Komars, Bernard P. /3/A-- Level

Examiner: Duplechaln, Lenus F. L Level

Other: N/A Level N/A



ANII Roview: Tom Wyatt, ANII

Date:

Date:

Date: QA

Comments:

Uners associated with Plate: RBLN-2141, RBLN-2142, RBLN-2143, RBLN-2144, RBLN-2145, RBLN-2146, RBLN-2147, RBLN-2149, RBLN-2150, ABLN-2151, RBLN-2152, RBLN-2153, RBLN-2154, RBLN-21.55, RBLU-2156, RBLN-2157, RBLN-21568, RBLN-2159, RBLN-2160, RBLN-2161, RBLN-2162, RBLN-2163, RBLN-2164, RBLN-2165, RBLN-2166, RBLN-2167, RBLN-2168, RBLN-2169, RBLN-2170, RBLN-2171

Nudea Visual ExGeeiat4nGrour

Site/Unit: CR3 / 3


Workscope: ISI



Procedure Rev.: 2


Outage No.: RF015-4WE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-A/E1.12 Location: RB-250'

Drawing No., S-525-007 Description: RB Dome Liner Plate - 90" to 1800

System ID: MC




Visual Equipmont/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, Spotlight

Inspected From: Inside Containment (® Outside Containment 0 Both 0


Light Venfication Times: Cal In RI 1400 1 1500 I WA Cat Out q 1630



Coated Areas .]L Non-Coated Areas .,See See

Accept Reject N/A Comments Accept Rejct NIA Comments

@1) Rust A 12) Broken Welds . - -

2) Flaking . - - 13) Bulging of Liner - -

3) Blistering - - - 14) Pitting - .

4) Peeling .. - - - 15) Excessive Corrosion - -

5) Chipping ) - 16) Wear X - -

6) Wear X 1 - 17) ARC Strikes X - -

7) Checking X - - - 18) Dents X - -

8) Cracking A - - - 19) Surface Discontinuities X - -

9) Gouges X - - - 20) Other

10) Discoloration _ - )

11) Other - - - X

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGE NOTED FROM PREVIOUS DATA, TAPE/SURVEYMARKERS REMAIN AFFIXED IN PLACE AT AZMUITH -100"Results: Accept R Reject C] Eval (]Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level il Signature Date Reviewer Si ture DateKomara, Bernard P. ,. /9 , 11/21/2007 Joe Lese, PE ..Examiner Level 11 Date Site Review .. ature Datei lechain, Lenus F. •; •l1121/2007 Rick Portmann i 7

r Level WA Signature Dale ANII Review 1 f -ature DateN/A Tom Wyatt, ANN"

.1 I,

Nuclear/U~U~wUu Gcncatioft(IU~L~Group

Supplemental Report


Page: 2 of 2


Examiner: Komara, Bernard P. Level: III

Examiner: Duplechain, Lenus F. j. ") Level: II

Other. N/A Level: N/A



ANII Review: Tom Wyatt, ANII(R-409.

Dale:

Date: # 7117

Date: /•21/

,i Comments:

Uners associated with Plate: RBLN-2500, RBLN-2501, RBLN-2502, RBLN-2503, RBLN-2504, RBLN-2505, RBLN-2506, RBLN-2507, RBLN-2508, RBLN-2S09, R8LN-2S10, RBLN-2511, RBLN-2512, RBLN-2513, RBLN-2514, RBLN-2515, RBLN-2516, RBLN-2517, RBLN-2518, RBLN-2519, RBLN-2520, RBLN-2521, RBLN-2522, RBLN-2523, RBL.N-2524, RBLN-2525, RBLN-2526, RBON-2527, RBLN2528, RBLN-2529, RBLN-2530, RBLN-2531, RBLN-2532, RBLN2533, RBLN-2534, RBLN-2535, RBLN-2536, RBLN-2537, RBL-2538, RBLN-2539, RBLN-2540, RBLN-2541, RBLN-2542, RBLN-2543, RBLN-2544, RBLN-2545, RBLN-2546, RBLN-2547, RBLtN-2543, RBLN-2549, RBLN-2550, RBLN-2551, RBLN-2552, RBL.N-2553, RBLN-2554, RBLN-2555, RBLN-2556, ROMN-2557, RBLU-2558, RBLN-2559, RBLN-2560, RBLN-2561, RBLN-2562, RBLN-2563, RBLN-2564, RBLN-2565, RBLN-2566

0

NVisual ExaminationGecneralicnGroup~

Site/Unit: CR3 I 3 Procedu

* Summary No.: E1.12.0167 Procedure R(

Worksoope: ISI Work Order Ih

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-A(E1.1

Drawing No.: S-525-001 Description:

System ID: MC


Limitations: REFER TO SUPPLEMENTAL REPORT FOR LIMIr

of IWE Surfaces (VT-3)

re: NDEP-0620 Outage No.: RFO1 5-4WE

Pv.: 2 Reporl No.: VT-07-076

-o.: 681043 Page: 1 of 2

12 Location: RB EL 93'-0*

Basement Liner Embedded In 24" Concrete

Resolution: 1/32" Line Surface Condition: WIPED AS NEEDED

Visual Equipment/Aids: Flashlight, 6" Scale, Ta Measure, Spotligh.

Inspected From: Inside Containment I Outside Containment 0 Both 0

Light Meter Mfg.: GE Lighting Serial No.: 0699 (11-3375) Illumination: > 20011tc

Light Verification Times: Cal In [j 1350 N IA i N/A Cal Out F;• 1730

Visual Examination: Direcl/Remote


Coated Areas X.

Accept

Non-Coated Areas X1See

NIA CommentsSee


1) Rust*

2) Flaking3) Blistering4) Peeling

5) Chipping

6) Wear7) Checking


10) Discoloration

11) Other

- .x

- .x

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

-I

IL

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGES NOTED FROM PREVIOUS DATA. SEESUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.Results: Accept R] Reject (j Eval []


Supplemental Report

Repot No.: VT-07-076

Page: 2 of 2


Examiner: Komara, Bernard P. 1/,Oe'

Examiner:

Other:

Bennett, Charles

LeBlanc, Marc J. Al jr

Level: III

Level: II

Level: II

Reviewer Joe Lese, PE 0.(ýSite Review: Rick Portmann.

ANi Review: Tom Wyatt, ANII

Date:

Date: II

Date:L 2 Z

Comments:

Not Accessible

Accessible Areas: (Comments for RBLP-3001)oThe accessible concrete surface areas, construction joints, and other slab penetrating mediums Including the sump wereexamined for evidence of base plate degradation. None was noted.

.Exam completed on different days, 11/5W2007 A 11/3012007. Ught meter checks were as follows for 11/30/2007: pre cal check0900 and post cal 1245 with measured lumens greater than 200ftc with the same meter utilized on 111/512007.

Nuclar Visual E•Gele5atonGroup

SiteiUnit: CR3 1 3


Wodlscope: IS1


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043

Outage No.: RFO15-lWE


Page: 1 of 3

Code: ASME 1992 Ed. Thru 92 Ad. CaIJIlem: E-A/El.12 Location: RB-95'-119'

Drawing No.: S-525.004 Description: RB Wall Liner Plate - 1800 to 2700

System 10: MC






Ught Meter Mfg.: GE Ughting Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In [ 1350 / 1600 / WA Cal Out [] 1730

Visual Examination: DimecuRnemote


Coated Areas .X.

Accept

Non-Coated Areas _X.See

NIA CommentsSee


.1 ) Rust

2) FlaKing

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

1o) Discoloration

11) Other

.x.

.x.

IL

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

IL

IL

XxAx1

-A

Comments:GENERAL VT-3 (VT'-7-053) PERFORMED IN CONJUNCTION WITH THIS EXAM. THE FOLLOWING CHANGES TOPREVIOUSLY IDENTIFIED CONDIONS WERE NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept [] Reject f] Eval q oua(e 4* vg -7 z&

Percent Of Coverage Obtained > 90%/*: N/A Reviewed Previous Data: Yes

Examiner Level Ill Signature Date Reviewer DtKomara, Bernard P. 11/5/20011W 7 Joe Lese, PEA 01

tExaminer Level 11 Signature Date Site Review A aSi te

BlIanc, Marc J. 11/5/2007 Rick Portmann ger Level N/A Signature Date 1AN1 Review D/jature

'rN/A iTom WyttANI II

Nuclear(~ GunoragiwiGroup

Supplemental Report

Report No.: VT-07-0T7

Page: 2 of 3


Examiner: Komar*, Bernard P. ,01P• Level

Examiner: LeBlanc, Marc J. ,,'e.3 Level

Other: N/A Level NIA


Site Review: Rick Pomma -j W. ./ANII Review: Wyatt, Thomas W. V1

IF F IF

Date: __.__

Date:

Date:a/ 4/•

Comments:

Penetrations associated with Plate: PEN-314, PEN-318, PEN-319, PEN-321, PEN-322, PEN-327, PEN-328, PEN-333, PEN-336,PEN-337, PEN-339, PEN-340, PEN-341, PEN-342, PEN-343, PEN-344, PEN-349, PEN-353, PEN-358, PEN-359, PEN-360, PEN-361,PEN-366, PEN-367, PEN-368, PEN-369, PEN-370, PEN-371, PEN-374, PEN-376Liters associated with Plate: RBLN-3006

(~b NuclearGensatiin

do ii

Supplemental Report

Report No.: Vr-07-077

Page: 3 of 3

Summary No,: E1.12.0168

Examine,: Komara, Bernard P. 6 P/Z

Examiner: LeBlanc, Marc J. , Y"

Other N/A

Level: III Reviewer: Joe Lese, PE Date: I1.14,0

Level: II Site Review: Rick Portmann Date: D1/2.7/07

Level: WA ANII Review: Wyatt, Thomas W. SIDate:v-4 ) *1

Comments:

ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2.

Item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Rust, chipping, wear. (See VT-1 Report 07-202)Item #2 (Reference Page I - Condition 10): DIscoloration. (See VT-1 Report 07-202).Item #3 (Reference Page 1 - Condition 11, 20): Other - survey markers on liner. (See VT-1 Report 07-202).Item #4 (Reference Page 1 - Condition 11, 20): Other - tape on liner. (See VT-1 Report 07-202).

Inaccessible Areas:*None

Nuo•- r Visual ExGefesar.nGfoup

Site/Unit: CR3 1 3


Workscope: ISI



Procedure Rev.: 2




Page: 1 ol 3

Code: ASME 1992 Ed. Thru 92 Ad. CaIJItem: E-AIE1.12 Location: RB-95'-119'

Drawing No.: S-525-04 Description: RB Wall Liner Plate - 180* to 270"

System I: MC

Component 10: RBLP-3002



Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars. Tape Measure, Spotlight.

Inspected From: Inside Containment 0 Outside Containment 0 Both 0

Light Meter Mtg.: GE Lighting Senal No.: 0699 (11-3375) Illumination: > 200ftc

Ught Verification Times: Cal In 6Z 1350 / 1600 / WA Cal-Out [ 1730



Coated Areas xL

Accept

Non-Coated Areas .1See

N/A CommentsSee


01) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

-x.

.x.

I.

xAxA

xL

X

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

XA-A-

XA


Results: Accept [] Reject [] Eval R Na,, 4 "25z 7 .z,-

Percent of Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

Examiner Level Ill Signature Date Reviewer p ture DateKomara, Bernard P. 1/ ,P , 11/5/2007 Joe Lew, PE A . .Examiner Level II Signature Date Site Review at1 ae te

Bfllanc, Marc J. . 11/5/207 Rick Portmann utý 0/z. rb-ther Level N/A Signature Date ANtI Review Signat re Date

N/A Tom Wyatt ANII , ,2/ 7

Ndear Supplemental Report~Group


* Page: 2 of 3


Examiner: Komara, Bernard P. 6•ple Level: III Reviewer: Joe Lese, PE A Date: k.I 29

Examiner: Lellanc, Marc J.. Level: II Site Review. Rick.Portmann IO Date:

Other: N/A Level: N/A ANII Review. Torn Wyatt, ANII Date://

Comments:

ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2.

AZ: 180 - 270

Item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Approximate Elevation 95'- 119'. Approximate Azimuth 180- 270Degrees. Multiple areas of rust. (See VT-3 Report 074077). VT-i determined that wastage corrosion has not occurred in theareas identified. The rust is a result of failure of the liner coating primarily due to mechanical Impact (chipping) and abrasion(wear). Most areas are 1/2" - 2" in area or diameter.

Item #2 (Reference Page 1 -Condition 10): Approximate Elevation 107' - 119'. Approximate Azimuth 235 - 255 Degrees.Discoloration. (See VT-3 Report 07-077). VT-1 determined that degradation to the liner or coating has not occurred in the areaIdentified. Discoloration appears to be due to previous spillage. or-0o9RE: Photo L:%Engineering\Tech ServicesXJSl iWE & IWL•Photos%2007 RIS IWE PhotosVW490&$Xjpg.

item #3 (Reference Page 1 - Condition 11, 20): Approximate Elevation 105' and 115'. Approximate Azimuth 165 - 190 Degrees.Other - survey markers on liner (multiple locations). (See VT-3 Report 07-077). VT-1 determined that degradation has not

, bcaufrred adjacent to the areas identified. Marker sizes vary in diameter.

Otem #4 (Reference Page I - Condition 11, 20): Approximate Elevation 11T. Approximate Azimuth 200 Degrees. Other - tape onliner (2 locations: above Penetrations 369 and 371). (See VT-3 Report 07-077). VT-I determined that degradation has notoccurred adjacent to the areas identified. Each piece of tape is approximately 6" L X 3" W.

KJk¶Gwwfstiol

MA G-oUP

Supplemetal ReportReport No.: VT-07-202

Page: 3 of 3


Sketch or Photo: L:\Engineering\Tech Serces\ISI IWE & IWL\Photos\2OO7 R1 5 IWE Photos\VT-O7-202.JPG

-000M"130

C)-0

MVisual ExanGencralon~

Site/Urhit: CR3 1 3

. Summary No.: El.12.0169

Workscopo: ISI

Code: ASME 1992 Ed. Thru 92 Ad. CatJltem:

Drawing No.: S-525-004

System ID: MC

Component I1: RBLP-3003

Limitations: EXAMINED ALL ACCESSIBLE AREj

tination of IWE Surfaces (VT-3)

Procedure: NDEP-0620 C

Procedure Rev.: 2


E-A/E1.12 Location:

Description: RB Wall Liner Plate - 180" to 270"

)utage No.: RFO15JWE


Page: 1 of 2

RB-119'-150'




Light Meter Mfg.: GE Ughting Seral No.: 0699 (11-3375) Illumination: > 200ftc

Ught Verification Times: Cal In Ri 1000 I 1300 I 1400 Cal Out ] 1650



Coated Areas ,.x

Accept


N/A CommentsSee


@1)2)

3)

4)

5)6)

7)8)

9)

10)

11)

RustFlakingBlistering

PeelingChippingWear

Checking

CrackingGougesDiscolorationIOther

- IL.

- .X.x. -

- X

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other -x.

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV.CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).Results: Accept (] Reject 0 Eval []

Percent Of Coverage Obtained > 90%: N/A

2. THE FOLLOWING CHANGES TO PREVIOUS IDENTIFIED

Reviewed Previous Data: Yes

Nuclear(3rojL.


Supplemental Report


Page: 2 ol 2

Level: Ill Reviee ht tc J t Date: kýLZ-t

Level: N/A Site Review: . Date:

Level: N/A ANII Review: T W.J i Dale:

Examiner: Komara, Bernard P. 941z

Examiner: N/A

Other: N/A

Comments:

Penetrations associated with Plate: PEN-301, PEN-302, PEN-303, PEN-304, PEN-305, PEN-306, PEN-307, PEN-308, PEN-309,PEN-315, PEN-316, PEN-317, PEN-320, PEN-323, PEN-324, PEN-325, PEN-326, PEN-329, PEN-330, PEN-331, PEN-332, PEN-334,PEN-338, PEN-347, PEN-348, PEN-350, PEN-351, PEN-352, PEN-354, PEN-355, PEN-356, PEN-357, PEN-362, PEN-363, PEN-364,PEN-365, PEN-372, PEN-373, PEN-375, PEN-377Liners associated with Plate: RBLN-3001, RBLN-3002, RBLN-3003, RBLN-3004, RBLN-3005, RBLN-3007, RBLN-3008, RBLN-3009, RBLN-3010, RBLN-3011, RBLN-3012.

Item #I (Reference Page I - Condition 01, 05,06, 16): Rust, chipping, wear. (See VT-i Report VT-07-309)Item #2 (Reference Page 1 - Condition 03): Blistering coatings. (See VT-1 Report vW-07-309).Item #3 (Reference Page I - Condition 13). Bulging of liner. (See VT-1 Report VT-07-309)Item #4 (Reference Page 1 - Condition 13). Bulging of liner. (See VT-1 Report VT-07.309)Item #5 (Reference Page 1 - Condition 13). Bulging of liner. (See VT-1 Report VT-07-309)Item #6 (Reference Page 1 - Condition 10): Discoloration. (See VT-1 Report VT.07-309).

Inaccessible Areas:-None

0

Nuder Visual E)Geneia:,onGroup

SitelUnit: CR3 / 3. Summary No.: E11.12.0169

Workscope: ISl

(amination of IWE Surfaces (VT-1)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-AJEl.12 Location: RB-119'-160'

Drawing No.: S-525-004 Descnption: RB Wall Liner Plate - 1806 to 270°

System. ID: MC


Limitalions: EXAMINED ALL ACCESSIBLE AREAS





Light Verification Times: Cal In Z 1000 I 1300 I 1400 Cal Out [ 1650



Coated Areas 1.

Accept


CommentsReject N/A Accept RejectSee

N/A Comments

101)2)

3)

4)

5)6)

7)

8)

9)

10)

11)

Rust

Flaking

Blistering

Peeling

Chipping

Wear

Checking

Cracking

Gouges

Discoloration

Other

.X

xA

-x

xAxA

12)

13)

14)15)

16)

17)

18)

19)

20)

Broken Welds

Bulging of Liner

Pitting

Excessive Corrosion

Wear

ARC Strikes

Dents

Surface Discontinuities

Other


Results: Accept [] Reject F-) Eval R k ' - L" EZ

Percent 01 Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

Examiner Level III Signature Date R viewer Siglure Date

Examiner Level m/A Signature Date Site Review ,-IDate

Aintr Date Auleie j nau DtWhor

1 N/ALevel N/A Signature Date

Nil Review ature-1J. W %/A-,F Xhffzff

. Date

,ZA&I "I

I

* Supplemental Report/llg d qGenvation


Page: 2 of 2

.Suailmary No.: E1.12.0169 Lvl t Rvee:~ I.(dt ae

Examiner: Komara, Bernard P. Level: Ul Revewer: Date- 1Z

Examiner NWA Level: W/A Site Review: L~ 2 j~~~,(.~ Date:

Other: N/A Level: N/A ANII Review: (,) Date:

Comments:

Item #1 (Reference Page 1 - Condition 01, 05, 06, 16): Approximate Elevation 119' - 160'. Approximate Azimuth 180 - 270Degrees. Multiple areas of rust. (See VT-3 Report VT-07-078). VT-1 determined that wastage corrosion has not occurred in theareas identified. The rust is a result of failure of the liner coating primarily due to mechanical impact (chipping) and abrasion(wear). Most areas are 1/2" - <2" in area or diameter.

Item #2 (Reference Page 1 - Condition 03): Approximate Elevation 150'. Approximate Azimuth 220 Degrees. Blisteringcoatings. (See VT-3 Report VT-07-078). VT-t determined that the top coat has deteriorated in an approximate 18" L X 18" Warea; however, the primer is intact. No rust or degradation of the liner has occurred.

item #3 (Reference Page i -Condition 13). Approximate Elevation 155'. Approximate Azimuth 210 - 230 Degrees. Bulging ofliner. (See VT-3 Report VT-07-078). VT-I determined that dimensions of eight (8) bulges in the area (when viewed from the 160'elevation) are all approximately 12" L X 12" W. No degradation such as rust or deterioration of the liner was noted.

Item 34 (Reference Page i -Condition 13). Approximate Elevation 140' - 155". Approximate Azimuth 235 Degrees. Bulging ofliner. (See VT-3 Report VT-07-078). VT-1 determined that dimensions of three (3) bulges in the area (when viewed from the 160'elevation) are all approximately 12" L X 12" W. No degradation such as rust or deterioration of the liner was noted.

S m #5 (Reference Page I - Condition 13). Approximate Elevation 145' -50". Approximate Allmuth 240 - 250 Degrees.Iging of liner. (See VT-3 Report VT-07-078). VT-i determined that dimensions of six (6) bulges in the area (when viewed from

the 160' elevation) are all approximately 12" L X 12" W. No degradation such as rust or deterioration of the liner was noted.

Item #6 (Reference Page 1 - Condition 10): Approximate Elevation 135'- 160'. Approximate Azimuth 255 - 270 Degrees.Discoloration. (See VT-3 Report VT-07-078). VT-I determined that degradation to the liner or coating has not occurred in thearea identified. Discoloration appears to be due to previous spillage.

Nuclear Visual ExanOcnegacon

Site/Unit: CR3 / 3


Workscope: ISI

Code: ASME 1992 Ed. Thru 92 Ad. Cat/ilem:

Drawing No.. S-525-004

System ID: MC

Component ID: RBLP.3004

uLmitations: EXAMINED ALL ACCESSIBLE ARE

ination of IWE Surfaces (VT-3)

Procedure: NDEP-0620 C

Procedure Rev.: 2


E-A/E 1. 12 Location:

Description: RB Wall Liner Plate - 180" to 270"

)utage No.: RFO15-4WE


Page: 1 of 2

RB-160-242'71



Inspected From: Inside Containment . Outside Containment 0 Both 0


Light Verification Times: Cal In R] 1245 I 1530 N/A Cal Out Sd 1800

Visual Examination: Remote


Coated Areas .X.

Accept

Non-Coated Areas _

SeeComments

SeeN/A CommentsReject N/A Accept Reject

.0) Rust2) Flaking

3) Blistering4) Peeling5) Chipping6) Wear

7) Checking


10) Discoloration11) Other

.X

IL.

12) Broken Wolds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

ILxL

xA

xA

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV. 2. PREVIOUS DATA VERIFIED, NO CHANGES NOTED.

Results: Accept RJ Reject El Eval El


NuciearGcmncatmo~lGMM

Supplemental Report


Page: 2 of 2


Examiner LeBlanc, Marc J.


Other: WA

fA It Level: II

..- 9 rQ Level: II

Level: N/A

Reviewer: Joe Lase, PE



Date: fl*&

Date:

Comments:

Uners associated with Plate: RBLN-3013, RBLN-3014, RBLN-3015, RBLN.3016, RBLN-3017, RBLN-3018, RBLN-3019, RBLN-3020, RBLN-3021, RBLN-3022, RBLN-3023, RBLN-3024. RBLN-3025, RBLN-3026, RBLN-3027, RBLN-3028, RBLN-3029, RBLN-3030, RBLN-3031, RBLN-3032, RBLN-3033, RBLN-3034, RBLN-3035, RBLN-3036, RBLN-3037, RBLN-3038, RBLN-3039, RBLN-3040, RBILN-3041, RBLN-3042, RBLN-3043, RBLN-3044, RBLN-3045, RBLN-3046, RBLN-3047, RBLN-3048, RBLN-3049, RBLN-3050, RBLN-3051, RBLN-3052, RBLN-3053, RBLN-3054, RBLN-3055, RBLN-3056, RBLN-3057, RBLN-3058, RBLN-3095, RBLN-3096, RBLH-3097, RBLN-3098, RBLN-3099, RBLN-3100, RBLN-3101, RBLW3102, RBLN-3103, RBLN-3104, RBLN-3105, RBLN-3106, RBLN-3107, RBLN-3108, RBLN-3109, RBLN-3110, RBLN-3111, RBLN-3112, RBLN-3113, RBOL-3114, RBLN-3115, RBLN-3116, RBLN-3117, RBLN-3118, RBLN-3119, RBLN-3120

Nudar Visual EG~enoxior

Sile/Unit: CR3 3


Workscope: ISI

lamination of IWE Surfaces (VT-3)


Procedure Rev.: 2

Work Order No: 681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat.llom: E-A/E1.12 Location: RB-242'-25(0

Drawing No.: S-525-004 Description: RB Wall Liner Plate - 180° to 270" / Crane Runaway Supt Gallery

System ID: MC



Resolution: '132" Line Suilace Condition: As Found

Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, SpotlighL


Light Meter MWg.: GE Lighting Serial No.: 0699 (1r-3375) Illumination: > 200ftc

Light Verification Times: Cal In R1 1400 I 1500 W N/A Cal Out j 1630



Coated Areas .).

Accept

Non-Coated Areas X.See

NA CommentsSee


.10) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

XXXXXXXXX

IL

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

X-L

Comments:General VT performed in conjuction with this examination.

Results: Accept R Reject [] Eval E[Percent Of Coverage Obtained > 90%: N/A Reviewed Previous Data: Yes

Examiner Level Ill Signature Date Reviewer Si nature DateKomara, Bernard P. ,4? , 1112112007 Joe Lese, PE , ,o7

Examiner Level II _• S lnatL .. Date Site Review oignolro teplechain, Lenus F. '7! RiI-rmanL.

Iner Level N/A Signature Date ANII Review 4 /.(,,..ignatu Date

N/A7 Tom Wyatt, ANII

I I

Ge"VajomSupplemental Report


Page: 2 of 2


Examiner: Komara, Bernard P. /',0, Level: III

Examiner: Duplechain, Lenus F. - Level: II

Other N/A Level: WA



ANII Review: Tom Wyatt, ANII 7JAV

Date:

Date: -O/Z,47

Date: 2/I/o7O- r

Comments:

Liners associated with Plate: RBLN-3059, RBLN-3060, RBLN-3061, RBLN-3062, RBLN-3063, RBLN-3064, RBLN-3065, RBLN-3066, RBLN-3067, RBLN.3068, RBLN-3069, RBLN-3070, RBLN-3071, RBLN-3072, RBLN-3073, RBLN-3074, RBLN-3075, RBLN-3076, RBLN-3077, RBLN-3078, RBLN-3079, RBLN-3080, RBLN-3081, RBLN-3082, RBLN-3083, RBLt4-3084, RBLN-3085, RBLN-3086, RBLN-3087, RBLN-3088, RBLN-3089, RBLN-3090, RBLN-3091, RBLN-3092, RBLN-3093, RBLN-3094

0

Nulear Visual E)Geneta~oni

Site/Unit: CR3 / 3

. Summary No.* E11.12.0172

Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043


Report No.: VT-07-081-

Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Catiltem: E-AIE1.12 Location: RB-2501

Drawing No.: S-525-008 Description: RB Dome Liner Plate - 1800 to 270'

System 10: MC





Inspected From: Inside Containment (D Outside Containment 0 Both 0

Light Meter Mfg.: GE Ughting Serial No.: 0699 (T1-3375) Illumination: > 200ftc

Light Verification Times: Cal In [] 1400 I 1500 / N/A Cal Out &a 1630



Coated Areas X

Accept Reject

Non-Coated Areas J.See

N/A CommentsSee

N/A CommentsAccept Reject

O1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

XXIL

X

IL

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

A.

.X

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGE NOTED FROM PREVIOUS DATA, TAPEISURVEYMARKERS REMAIN AFFIXED IN PLACE AT AZMUITH -2650Results: Accept l] Reject [] Eval j]


Examiner Level III Signature Date Reviewer Si na re Date

Komara, Bernard P. A 1 ? ~11/21*207 Joe Lose, PEExaminer Level II natr Date Site Review Sig ature Date

plechain, Lenus F. .'11/2112007 Rick Portmann I

S Level N/A Siunaure Date ANII Review _, / rJg ature PateN/A Tom Wyatt, ANII ,12&W

GenivauonSupplemental Report


Page: 2 of 2


9xaminer: Komara, Bernard P. A,

Examiner: Duplechaln, Lenus F.

Other: N/A

Level: III

Lovel: II

Level: N/A


Site Review:. Rick Portmann (-0/

ANII Review: Tom Wyatt, ANII ,

Date:

Date:

Date:A 7

Comments:

Liners assoclated with Plate: RBLN-3500, RBLN-3501, RBLN-3502, RBLN-3503, RBLN-3504, RBLN-3505, RBLN-3506, RBLN-3507, RBLN-3508, RBLN-3509, RBLN-3510, RBLN-3511, RBLN-3512, RBLN-3513, RBLN-3514, RBLN-3515, RBLN-3516, RBLN-3517, RBLN-3518, RBIN-3519, RBLN-3520, RBLN-3521, RBLN-3522, RBLN-3523, RBLN-3524, RBLN-3525, RBLN-3526, RBLN-3527, RBLN-3528, RBLN-3529, RBLN-3530, RBLN-3531, RBLN-3532, RBLN-3533, RBLN-3534, RBLN-3535, RBLN-3536, RBLN-3531, RBLN-3538, RBLN-3539, RBLN-3540, RBLN-3541, RBLN-3542i RBLN-3543, RBLN-3544, RBLN-3545, RBLN-3546, RBLN-3547, RBLN-3548, RBLN-3549, RBLN-3550, RBLN-3551, RBLN-3552, RBLN-3553, RBLN-3554, RBLN-3555, ABLN-3556, RBLN-3557, RBLN-3556, RBLN-3559, RBLN-3560, RBLN-3561, RBLN-3562, RBLN-3563, RBLN-3564, RBLN-3565, RBLN-3566, RBLN-3567, RBU.-3568, RB.N-3569, RBLN-3570, RBLW-3571, RBLN-3572, RBLN-3573, RBLN-3574, RBLN-3575, RBLN-3S76, RBLN-3577, RBLN-3578, RBLN-3579, RBLN-3580, RBLN-3581, RBLN-3582, RBLN-3583, RBLN-3504, RBLN-3585

Nuclear Visual E)Gw~eatim~

Site/Unit: CR3 1 3


Workscope: ISM


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-A/IE1.12 Location: RB EL 93'-0"

Drawing No.: S-525-001 Description: Basement Liner Embedded In 24" Concrete

System ID: MC



Resolution: 1132" Line Surface Condition: WIPED AS NEEDED




Light Verification Times: Cal In Fvj 1350 I NWA W N/A Cal Out [] 1730


Coated Areas

Accept



N/A CommentsSee


.1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

X

X

-A-

12) Broken Welds


14) Pitting


16) Wear

17) ARC Slrikos

18) Dents


20) Other

IL-xxAxA

-A-

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGES NOTED FROM PREVIOUS DATA. SEESUPPLEMENTAL REPORT FOR ADDITIONAL COMMENTS.Results: Accept R Reject El Eval []


Examiner Level III Signature Date Reviewer Si nature DateKoma, Bernard P. f 111512007 Joe Lese, PE 3. •.a, I"

Examiner Level W/A Signature Date Site Review batrat__ __ __ __ __ __ __ __ __ __ __ Rick Poulmann dýaU Z le O

~ir Level NIA Signature Date ANII Review ~ p~ Signalud DateTWA Tom Wyatt, ANII

I I

GenerafonSupplemental Report


Examiner: Komara, Bernard P. ,4fe Level

Examiner: N/A Level

Other: N/A Level


Page: 2 ot 2

Reviewer Joe Lese, PE Date:

Sile Review: Rick Portma6-J / Date: 11).l

ANIIReview: TomWyatt,ANIi te:

N/A

N/A

IComments:

Not Accessible

Inaccessible Areas: (Comments for RBLP-4001)-The base containment liner plate is covered by a two foot (2') thick concrete slab and therefore Is inaccessible for VT-3/VT-1Examination.

Accessible Areas: (Comments for RBLP-4001)*The accessible concrete surface areas, construction joints, and other slab penetrating mediums were examined for evidenceof base plate degradation. None was noted.

Nudr Visual E]Genvation~Grou~p

Site/Unit: CR3 3


Workscope: ISI

xamination of IWE Surfaces (VT-3)

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043

Outage No.: RFOtS-IWE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat/item: E-AJE1.12 Location: RB-95'-1 19'

Drawing No.: S-525-005 Description: RB Wall Liner Plate - 2700 to 3600

System ID: MC

Component ID: ABLP-4002



Visual Equipment/Aids: Flashlight, 6' Scale, Binoculars, Tape Measure, Spotlght.


Lighit Meter Mfg.: GE Ughting Serial No.: 0699 (I1-3375) Illumination: > 200ftc

Ugtit Verification Times: Cal In 1350 I 1600 I N/A Cal Out 1730



Coated Areas .X.

Accept


N/A CommentsSee


. ) Rust2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

-XIL

X

xAxA-AxA

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

X

xA

-A

Comments:ADDITIONAL REFERENCING PROCEDURE NAP-02, REV. 02. THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIEDCONDITIONS NOTED. (SEE SUPPLEMENTAL REPORT).Results: Accept E Reject F] Eval 0 MJ(-t *'J -4 S"7 Z LI.

Percent Of Coverage Oblained > 90%: MIA Reviewed Previous Data: Yes

Examiner Level III Signature Date Reviewer Date

Kowara, Bernard P. rp 11/5/2007 Joe Lese, PE l . ,, 'Examiner Level i, S. ature Date Site Review 1,& rate

Bla0&nc, Marc J. e -el 11/5/2007 Rick PoRtmann 07

W r Level N/A Signature Date ANII Review a t

NIA Torn Wyatt, ANII z&2I I

Nudcr-: • /ll llGrou



Examiner: LeBlanc, Marc J. ,•¶J•

Other: N/A

Supplemental Report


Page: 2 of 2

Level: III

Level: II

Level: WA

Reviewer: Joe Lse, PE


ANII Review: Tom Wyatt, ANIIl

Date:

Date: l1Uf2/iJ7

Date: 171/,07

Comments:,

Penetrations associated with Plate: PEN-413, PEN-414, PEN-415, PEN-416, PEN-424, PEN-425, PEN-426, PEN-427, PEN-429,PEN-430, PEN-434, PEN-435, PEN-439, PEN-440, PEN-441, PEN-442.

AZ 270 - 360

Item #1 (Reference Page I - Condition 01, 02): Rust, flaking. (See VT-I Report 07-211)Item #2 (Reterence Page I - Condition 01): Rust. (See VT-1 Report 07-211)Item #3 (Reference Page 1 - Condition 04): Peeling. (See VT-I Report 07-211)Rem #4 (Reference Page 1 - Condition 04): Peeling. (See VT-i Report 07-211)Item 65 (Reference Page I - Condition 01,05, 06, 16)- Rust, chipping, wear. (See VT-1 Report 07-211)item #6 (Reference Page 1 - Condition 10): Discoloration. (See VT-1 Report 07-211)Item #7 (Reference Page 1 - Condition 11, 20): Other - Tape. (See VT-I Report 07-211)Item #8 (Reference Page 1 - Condition 15): Excessive corrosion. (See VT-i Report 07-211)item #9 (Reference Page 1 - Condition 15): Excessive corrosion. (See VT-I Report 07-211)Item #10 (Reference Page 1 - Condition 15): Excessive corrosion. (See V1-1 Report 07-211)

inaccessible Areas:.loximate Azimuth 280 - 310 Degrees: Rattle Trap Area behind shield wall (fuel transfer canal) outside parameters for VT-

*Approximate Azimuth 350 Degrees: Area behind cable tray outside parameters for VT-3iVT-1.*Approximate Azimuth 360/0 Degrees: Area behind HVAC duct work outside parameters for VT-3/VT-1.

NuduarGoIIeiEJon(~ 6roUP

Site/Unit: CR3 I


3

. Summary No.:Workscope:

E1.12.0174

Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

581043

Outage No.: RFO15-(WE


Page: 1 ot 11IS'

Code: ASME 1992 Ed. Thru 92 Ad. CatJIlem: E-A/El.12 Location: RB-9g'-1191

Drawing No.: S-525-005 Description: RB Wall Liner Plate - 270" to 360°

System ID: MC


Limitations: EXMINED ALL ACCESSIBLE AREAS




Light Meter Mfg.: GE Ughting Serial No.: 0699 (r-3375) Illumination: > 200ftc

Light Verification Times: Cal In W 1350 / 1600 ! N/A Cal Out [] 1730


Coated Areas .x.

Accept



N/A CommentsSee


1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

.X XI

12) Broken Welds


14) Pilling


16) Wear

17) ARC Strikes

18) Dents


20) Other

-AL


Results: Accept fl Reject El Eval W Vv 1 Z , ,


E-carniner Level Ill Signature Date Reviewer Si naue Date

Komara, Bemard P. / .. 1151 7 JoeLose, PE/

Examiner Level II Signature Date Site Review S-ntureBlanc, Marc J. 11/2007 Rick Portmann t .Dateer Level N/A Signature Date ANII Review // Sinature Date

~~d&W0

uSupplemental Report~Gemataor,Report No.: VT-07-211

Page: 2 of 11


Examiner: Komara, Bernard P. Level: Ill Reviewer. AL ,4lp-. Dale: •, f)

Examiner: LeBlanc, Marc J. /nJf( Level: 11 Site Review: Date:

Other WA Level: NA ANII Review: Date:

Comments:

Penetrations associated with Plate: PEN-413, PEN-414, PEN-415, PEN-416, PEN-424, PEN-425, PEN-426, PEN-427, PEN-429,PEN-430, PEN-434, PEN-435, PEN-439, PEN-440, PEN-441, PEN-442.

item #1 (Reference Page 1 - Condition 01, 02): Approximate Elevation 95' - 119'. Approximate Azimuth 275 Degrees. Rust,flaking. (See VT-3 Report 07483). VT-I determined that light to medium general corrosion of the coated liner exists behind theshield wall between the incore room and the new letdown cooler room. Previously, this gap area was packed with foam whichhas since been removed. The horizontal test channel in this area exhibits medium general corrosion which has resulted inflaking of the paint. The area affected Is approximately 14' L X 36" W.

Item #2 (Reference Page 1 - Condition 1): Approximate Elevation 95' - 106'. Approximate Azimuth 309 - 310 Degrees. Rust.(See VT-3 Report 074083). VT-I determined that light to medium general corrosion of the coated liner exists behind the shieldwall leading Into the incore room. Previously, this gap area was packed with foam which has since been removed. Thehorizontal test channel in this area exhibits medium to heavy general corrosion which has resulted in coating loss. The areaaffected Is approximately 11' L X 36" W.

Item #7 (Reference Page I - Condition 11): Approximate Elevation 116'. Approximate Azimuth 278 Degrees. Other - tape onner (2 locations). (See VT-3 Report 07-83). VT-1 determined that degradation has not occurred adjacent to the areasentiled. Each piece of tape is approximately 18" L X 2" W.

0

Nuidur

*mmary No.: E1.12.0174

Examiner: Komara. Bernard P. Me

Examiner: LeBlanc, Marc J. All IL

Supplemental ReportReport No.: VT-07.211

Page: 3 of 11

Level: Ill

Level: It


Site Review: Rick Portmann 6"'Date:

Date: _________

Date:Other: NWA Level: NIA ANII Review: Tom Wyatt. ANII '7/k'

Comments: Item #3 (Reference Page 1 - Condition 04): Approximate Elevation 107'. Approximate Azimuth 335Degrees. Peeling. (See VT-3 Report 07-083). VT-I determined that in most cases, the top coat hasseparated from the base coat; whereas in other cases, separation of the coating has exposed bare metal.Ught rust has occurred in those locations where base metal has been exposed. No wastage has occurredIn these areas.

Sketch or Photo: L:UEngineering\Tech ServAces'dSI [WE & IWUPhotos=,07 R15 IWE Ph\osVT-07-21 I-1.JPG

POOR QUALITY COPY

(Group

a mary No.: EI.12.0174

Examiner: Komara, Bernard P. .4114

Examiner: LeBlanc, Marc J. M At

Other: MIA


Page: 4 of 11

Level: III Reviewer: Joe Lese, PE

Level: II Site Review: Rick Portmann


Date: _,__-_____

Date:

Date: IZLlbA

Comments: Item #4 (Reference Page 1 -Condition 04): Approximate Elevation 118'. Approximate Azimuth 295Degrees. Peeling. (See VT-3 Report 07-083). VT-1 determined that the top and base coats have separatedfrom the liner plate at a horizontal seam weld. Ught rust has occurred In those locations where basemetal has been exposed. No wastage has occurred in these areas. The area affected Is approximately 5' LX 4" W.

Sketch or Photo: L:"Enginng\Tech SekicesmJSI IWE & IWLNPhotos2007 Ri5 NWE Photos\VT-07.211-2 JPGPOOR QUALITY COPY

L~Nudea,GencrationGrow

emmary No.: E1.12.0174

Examiner: Komnara, Bernard P. 5/AL

Examiner: LeBlanc, Marc J. A

Other: NIA

Supplemental ReportReport No.: V1"-07-21t

Page: 5 of 11


Level: 1i SiteReview: Rick Portmann - 24$Level: N/A ANII Review: Tom Wyatt, ANII

M''/

Date: %k-442_Date:

Date:

Comments: Item #5 (Reference Page 1 -Condition 01, 05, 06, 16): Approximate Elevation 95' - 119'. ApproximateAzimuth 270 - 360 Degrees. Multiple areas of rust. (See VT-3 Report 07-083). VT-1 determined thatwastage corrosion has not occurred in the areas identified. The rust Is a result of failure of the linercoating primarily due to mechanical impact (chipping) and abrasion (wear). Most areas are 112" - 2" Inarea or diameter.

Sketch or Photo: L:Engineering\Tech SenvicesSI IWE & lWLPhoos2007 R15 WE Photos\VT-07.211-3 JPG POOR QUALITY COPY

• r,'udse.

GoneratiolI

Qmmary No.: E1.12.0t74

Examiner: Komara. Bernard P. A/pe/Examiner: LeBlanc, Marc J. rA ,r

Other: NIA


Page: 6 of 1t

Level: [it Reviewer: Joe Lese, PE

Level: I1 Site Review: Rick Portmann

Level: NIA ANII Review: Tom Wyatt, ANIIh-l ,jr.,w

Date: %•-*4o")

Date: /.,-

Date: /Z/1

Comments: Item #6 (Reference Page 1 - Condition 10): Approximate Elevation 114' - 119'. Approximate Azimuth 340-345 Degrees. Discoloration. (See VT-3 Report 07-083). VT-i determined that degradation to the liner orcoating has not occurred in the area identified. Discoloration appears to be due to previous spillage.

POOR QUALITY COpySketc)1or Photo: L.:*ngirnenfgNTech Servi=s1StIIWE &IVWLVPhoos\2OO7 R515WE PhotosVT-07-21 1-4.JPG

Suppleme al ReportReport No.: VT-07-211

Page: 7 oa 11


Examiner: Komara, Bernard P. "Ole

Examiner: LeBlanc, Marc J. Alit ,

Other: N/A

Level: III

Level: II

Level: N/A

Reviewer: "-r~.44~ 8 ,Site Review: '/ Z

ANII Review: W

Date: ,

Dale:

D ate0: h/~/

Comments: Item #8 (Reference Page I - Condition 15): Approximate Elevation 05'. Approximate Azimuth 285 Degrees. Excessive corrosion. (See VT-3Report 07-083). VT-I determined that medium general corrosion with wastage of the coated liner exists at the moisture barrier to liner Interfacebehind the shleld wall between the Incore room and the new letdown cooler room. Previously, this gap area was packed with foam which hassince been removed. The area affected Is approximately 36" L X 36" W. Depth of pits (wastage) was measured at 1/32" maximum with a pit gage.

Sketch or Photo: L:Englneering\Tech ServicesUlSi IWE & lWL\Photos\2007 R15 IWE Photos\VT-07-211-5.JPG

-UC)0

0DC

17-

0

Supplemental Report

Report No.:

Page:

Summary No.:

Examiner:

Examiner:

Other:

E1.12.0174

Komara, Bernard P.

LeBlanc, Marc J.

N/A

Lovel: III

Level: II

Level: N/A

Reviewer:

Site Review:

ANII Review:

p. ,/ It~7Aa

Th/ai ,~J

VT-07-211

8 of 11

Date:

Date:. v

Comments: PHOTOS ASSOCIATED WITH ITEM #8.

Sketch or Photo: L:\Englneertng\Tech Services$ISI IWE a IWL\Photos207 R15 IWE Photos\VT-07-211-6JPG

L:\EngIneening~Tech ServcesUSI IWE & IWL\PhotosN=O7 R15 IWE Photos\WT-07-211 -7.JPG

c-

C'c

supplemeft ReportINuclealGenerstionGrG4j

Repoer No.: VT-07-211

Page: 9 of 11

Summary No.: EI.12.0174

Examiner: Komare, Bernard P. .i,/

Examiner LeBlanc. Marc J. e7TOther: N/A

Level: III

Level: II

Level: N/A

Reviewer: k -Lzb.

Site Review: /,.,/2.0-ANtI Review: W7'&i W

Adý1--joellmle

Date:

Date:

Date:

Comments: Item #9 (Reference Page 1 - Condition 15): Approximate Elevation 95'. Approximate Azimuth 310 Degrees. Excessive corrosion. (See VT-3Report 07-083). VT-1 determined that medium general corrosion with wastage of the coated liner exists at the moisture barrier to liner Interfacebehind the shield wall leading Into the Incore room. Previously, this gap area was packed with foam which has since been removed. The areaaffected Is approximately 36" L X 36" W. Depth of pits (wastage) was measured at 1/32" maximum with a pit gage.

Sketch or Photo: L.\Engineerlng\Tech ServicosM.SI IWE & IWL\Photos\2O07 RI1 IWE Photos\VT-07-21 1-8.JPG

C-

C.


Reporl No.:

Page:

0VT-07-211

10 of 11

Date: tIh. ,"Dal e : /.... i .,,

Date: '

Summary No.:

Examiner:

Examiner:

Other:

E1.12.0174

Komara, Bernard P.

LeBlanc, Marc J.

WA

"77'I

Level: III

Level: II

Level: WA

Reviewer: Joe Lose, PE -A. ý

Site Review: RickPortmann

ANtI Review: Tom Wyatt, AN)i= I •J" -- I

Comments: PHOTOS ASSOCIATED WITH ITEM #9.

Skelch or Photo: L:\Engineerdng\Tec SefvilceslfSI IWE 8 IWL\Ptotos=007 RI EWE Photos\VT-07-21 1-9.JPG

L:AEnginsernglTech SevicoIs IS WE & IWLXPhotosX2O7 P15 IWE PholoskVT*O7-21 1-iO.JPQ

,t-V00':M0

C)

0-D

Nur SupplemGenctaton

*ernmary No.: E1.12.0174

Examiner: Komara. Bernard P. 4./A' Level: III

Examiner: LeBlanc, Marc J. MAl Level: II

Other: WA Level: MIA

ental ReportReport No.: vTr.07-211

Page: 11 of ,11

Reviewer: Joe Lese, PE • A

Site Review: Rick Portmann U &


Date:

Date: ni, L,107Date:m

Comments: Item #10 (Reference Page 1 - Condition 15): Approximate Elevation 101'. Approximate Azimuth 310Degrees. Excessive corrosion. (See VT-3 Report OT-083). VT-I determined that medium to heavy generalcorrosion with wastage of the test channel exists behind the shield wall leading Into the incore room.Previously, this gap area was packed with foam which has since been removed. The area affected isapproximately 12" L X 4" W. Depth of pits (wastage) was measured at 1132" maximum with a pit gage.

Swetch or Photo: L:*nginengTech Service.tISI IWE & IWLIPhotos=-O7 R15 IWE PhOts\VT-O7-21 .JPG POOR QUALITY COPY

NuClr Visual E)GenciatotiGrW

SilelUnit: CR3 / 3


Workscope: ISl



Procedure Rev.: 2




Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat Jtem: E-A/E1.12 Location: RB-119'-160'

Drawing No.: S-525-005 Description: RB Wall Uner Plate - 270" to 3600

System ID: MC





Inspected From: Inside Containment @ Outside Containment 0 Both )

Light Meter Mfg.: GE Ughtlng Serial No.: 0699 (TI-3375) Illumination: > 200ftc

Light Verification Times: Cal In [ 1000 I 1300 t 1400 Cal Out [ 1650

VisuaI Examination: Direct/Remote


Coated Areas .Xe

Accept


N/A CommentsSee


.10) Rust2) Flaking

3) BliStering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

.x..1

A.A-

A.A.

x1

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

J-

X.

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIEDCONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept E] Reject U Eval R JJ S, 7 a

Percent O0 Coverage Obtained > 90%: WA Reviewed Previous Data: Yes


Komars, Bernard P. ,f.i 11/12/2007 JoeLese, PE z ,Examiner Level NIA Signature Date Site Review , Sin tuw Date

Rick Portmann 1EA

er Level N/A Signature Date ANII Review ignature toW _ I Tom Wyatt, ANII

NucleatGenciauo.

0Summary No.: E1.12.0175

Examiner. Komara, Bernard P.

Examiner: NWA

Other: N/A

Supplemental Report


Page: 2 of 2


Level: MA Site Review: Rick PorTmann


8-1W -

Date:

Date:

Date: 12Z1147

Comments:

Penetrations associated with Plate: PEN-401, PEN-402, PEN-403, PEN-404, PEN-405, PEN-406, PEN-407, PEN-408, PEN409,PEN-41 0, PEN-41 1, PEN-412, PEN-423, PEN-428, PEN-433, PEN-436Liners associated with Plate: RBLN-4002, RBLN-4003, RBLN-4004, RBLN-4005, RBLN-4006, RBLN-4007, RBLN-4008, RBLN-4009.

Item 01 (Reference Page 1 - Condition 01, 05, 06, 16): Rust, chipping, wear. (See VT-i Report VT-07-310)

Item #2 (Reference Page I - Condition 13). Bulging of liner. (See VT-1 Report VT-07-310)

Item #3 (Reference Page 1 - Condition 02): Flaking. (See VT-1 Report VT-07-310)

Item #4 (Reference Page 1 - Condition 10): Discoloration. (See VT-I Report VT-07-310)

Inaccessible Areas:-Approximate Azimuth 280 - 310 Degrees: Rattle Trap Area behind shield wall (fuel transfer canal) outside parameters for VT-3NT-1.

pproximate Azimuth 335 Degrees: Area under deck plate In personnel hatch.pproximate Azimuth 355 - 0 Degrees: Area behind Elevator outside parameters for VT-3/VT-1.

N•• ud.ar Visual Ex

Site/Unit: CR3 / 3


Workscope: ISI



,Procedure Rev.: 2




Page: 1 of 5

Code: ASME 1992 Ed. Thru 92 Ad. CatJItem: E-AIEl.12 Location: RB-119'-160'

Drawing No.: S-525-005 Description: RB Wall Liner Plate - 2700 to 360"

System ID: MC


Limitalions: EXAMINED ALL ACCESSIBLE AREAS

Resolution: 1i32" Une Surface Condition: As Found


Inspected From: Inside Containment G Outside Containment 0 Both 0


Light Verification Times: Cal In J 1000 i 1300 I 1400 Cal Out 1 1650



Coated Areas

Accept


N/A CommentsSee


0I) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

-A

.-,-

-x

-A-

-A-

12) Broken Welds

13) Bulging of liner

14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

Ix

IL

-L

Comments:ADOMONAL REFERENCING PROCEDURE; NAP-02, REV. 2. THE FOLLOWING CHANGES TO PREVIOUSLY IDENTIFIEDCONDmONS NOTED (SEE SUPPLEMENTAL REPORT)Results: Accept [-] Reject [] Eval W] AJe-- T1>2. L:

Percent Of Coverage Obtained > 90%; N/A Reviewed Previous Data:


Koniara, Bemard P. ,•.'? • 11/1212007 Joe Lese, PE

I

iminer Level N/A Signature Date Site Review ure . Date

TOther Level N/A Signature Date ANII Review o/ giatdg Dere

IN/A ITom Wyatt, ANII

/

NSupplemental ReportGroup.


Page: 2 of 5


Examiner: Komara, Bernard P. ,4*i. Level: III Reviewer: Joe Lese, PE Date:

Examiner. N/A Level: N/A Site Review: Rick Portmann 6V Date:

Other: N/A Level: N/A ANII Review: Tom WyaMt, ANII "v Date: 14LQ.

Comments:

Item 01 (Reference Page I - Condition 01,05, 06, 16): Approximate Elevation 119'- 160'. Approximate Azimuth 270 - 360Degrees. Multiple areas ot rust. (See VT-3 Report VT-07-084). VT-1 determined that wastage corrosion has not occurred in theareas identified. The rust is a result of failure of the liner coating primarily due to mechanical impact (chipping) and abrasion(wear). Most areas are 1/2" - <2" in area or diameter.

Item #2 (Reference Page 1 - Condition 13). Approximate Elevation 140'. Approximate Azimuth 315 Degrees. Bulging of liner.(See VT-3 Report VT-07-084). VT-1 determined that dimension of bulge area Is as follows:a)0•36" L X 12" W

No degradation such as rust or deterioration of the liner was noted.

Item #3 (Reference Page I - Condition 02): Approximate Elevation 119' - 125'. Approximate Azimuth 323 Degrees. Flaking. (SeeVT-3 Report VT-07-084). VT-1 determined that flaking of paint on the RB side of the Personnel Hatch (PEN 433) door isprimarily the result of failure of the coating primarily due to mechanical impact. No degradation such as heavy rust or metalwastage was noted.

Item #4 (Reference Page 1 - Condition 10): Approximate Elevation 119' - 125'. Approximate Azimuth 323 Degrees.,liscoloration. (See VT-3 Report VT-7-084). VT-I determined that discoloration of paint on the Personnel Hatch (PEN 433)

Ciurface Is primarily the result of spillage/contact of grease, oil, anti-seize onto the coating primarily due to coincidentalo tact with tools, gloves, equipment, etc. No degradation such as heavy rust or metal wastage was noted.

I.

peSupplemental Report0


Page: 3 of 5


Examiner: Komaer, Bernard P.

Examiner: N/A

Other: N/A

Level: III

Level: N/A

Level: N/A

Reviewer. Joe Lose, PE

Site Review: Rick Portmannn


Date:

Date:

Date, 4~~i III i i !

Comments: PHOTOS ASSOCIATED WITH ITEM # 1 (LEFT) AND ITEM # 1 (RIGHT)POOR QUAL11 Y (ju,y'

Sketch or Photo: LAIEngtneertMNgTech Sesvces\IBI IWE & IWL\Photo%\2007 RiS IWE Photos\VT-07-310-1.JPG

LAEngineefing\Tech ServicesMSi IWE & lWL\Photos\2OO7 R15 IWE Photos\Vr-07.31 O-2.JPG

Supplemental Report


Page: 4 01 5

Summary No.:

Examiner:

Examiner:

Other:

E1.12.0175

Komara, Bernard P.

WA

WA

Level: III

Level: WA

Level: N/A




Date:

Dale:

Dale:_____

Comments: PHOTOS ASSOCIATED WITH ITEM # 1 (LEIFT) AND ITEM # 3 (RIGHT)

POOR QUALl TY (,ur-y

L.-NEngineefinglTecri ServicOsVS1I WE & IWLXPhotWs2OO7 RIS IWE PhotoSVT-07.310-4.JPG

Sketch or Photo: L:\EngineedngkTech Sfrv1ces\1SI IWE & IWL\Photos\2007 Ri 5 IWE Photoe\VT-07-310-3.JPG


Repout No.: VT-07-310

Page: 5 of 5



Examiner: N/A -

Other: N/A

Level: III

Level: N/A

Level: N/A



ANMI Review: Tom Wyatt, ANII

Date:

Date:

Date:w


POOR QUALITY Copy

Sketch or Photo: L:\Englneeuing\TeCh SOriCeS\IS1 IWE & WLIPhotos'.20O7 A 15WE Photos\VT-O7-31 O-5.JPG

L:AEngineering\Tsch ServcesSIl IWE & IWt.%Photos'QOO7 R15 IWE Photos=V-07*310-6JPG

ca'r,* , Visual EGoI ciaton

Site/Unit: CR3 I 3

* Summary No.: E1.12.0176

Workscope: ISI



Procedure Rev.: 2




Page: i of 2

Code: ASME 1992 Ed. Thru 92 Ad. Cat./ltem: E-AJEl.12 Location: RB-160'o242'

Drawing No.: 5-525-005 Description: RB Wall Liner Plate - 270 to 360"

System ID: MC




Visual Equipment/Aids: Flashlight. 6" Scale, Binoculars, Tape Measure, Spotlight.


Light Meter Mfg.: GE Ughting Serial No.: 0699 (1i-3375) Illumination: > 2001tc

Light Verification Times: Cal In ,y, 1245 / 1530 N/A Cal Out la 1800


Coated Areas -..

Accept


Non-Coated AreasSee

WA CommentsSee


.11) Rust2) Flaking

3) Blisterng

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

.I.

.I.

x-

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

X1XA

IL~.A.

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-D2, REV. 2. PREVIOUS DATA VERIFIED, NO CHANGES NOTED.

Results: Accept R] Reject C] Eval E]

Percent 01 Coverage Obtained > 90%: WA Reviewed Previous Data: Yes

Examiner Level II Signature Date Reviewer Signature DateLeBlanc, Marc J. o ,z 11120/2007 Joe Lese, PE

Examiner Level 1' Date Site Review , =otnl.er, Jason B. 11/20/2007 Rick Portmann

Level Ng"1 Signature Date ANII Reviewure ae

N/A Tom Wyatt, ANII ,

-/ I /

Nuweac/UUE'mU Generati~won(IU3I5~Group

Supplemental Report



Page: 2 of 2

Examiner: LeBlanc, Mare J.

Examiner: Sonnler, Jason B. J"."Other: N/A

Level: It

Level: I1

Level: N/A

Reviewer: Joe Lese, PE G(Site Review: Rick Portmann j .

ANII Review: Tom Wyatt, ANIIl

Date:

Dale:.Lz 7Date:

Comments:

Uners associated with Plate: RBLN-4001, RBLN-4010, RBLN-4011, RBLN-4012, RBLN-4013, RBLN-4014, RBLN-4015, RBLN-4016, RBLN4017, RBLN-4018, RBLN-4019, RBLN-4020, RBLN-4021, RBLN-4022, RBLN-4023, RBLN-4024, RBLN-4025. RBLN-4026, RBLN-4027, RBLN-4028, RBLN-4029, RBLN-4030, RBLN-4031, RBLN-4032, RBLN-4033, RBLN-4034, RBLN-4035, RBLN-4036, RBLN-4037, RBLN-4038, RBLN-4039,'RBLN-4040, RBLN-4041, RBLN-4042, RBLN-4043, RBLN-4044, RBLN-4045, RBLN-4046, RBLN-4047, RBLN-4048, RBLN-4049, RaLN-4050, RBLN-4051, RBLN.4052, RBLN-4053, RBLN-4054, RBLN-4055, RBLN-4056, RBLN-4057, RBLN-4058, RBLN-4059, RBLN-4060, RBLN-4061, RBLN-4062, RBLN-4063, RBLN-4064, RBLN-4065, RBLN-4066, RBLN-4067, RBLN-4068, RBLN-4069, RBLN-4070, RBLN-4071, RBLN-4072, RBLN-4073, RBLN-4074, RBLN-4095, RBLN-4096, RBLN-4097, RBLN-4098.

Nuci, Visual E)Gro'JP

Site/Unit: CR3 / 3

* Summary No.: E1.12.0177

Workscope: ISI


Procedure:

Procedure Rev.:

Work Order No.:

NDEP-0620

2

681043



Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CatJitem: E-AJE1.12 Location: RB-242'-250'

Drawing No.: S-525-005 Descnption: R1 Wall Liner Plate - 270" to 360V 1 Crane Runaway Supt Gallery

System ID: MC





Inspected From: Inside Containment (•) Outside Containment 0 Both 0

Light Meter Mfg.: GE Ughting_ Serial No.: 0699 (Tr-3375) Illumination: > 200ftc

Light Verification Times: Cal In R] 1400 / 1500 I WA Cal Out 6a 1630


Coated Areas .Xc

Accept


Non-Coated AreasSee

N/A CommentsSee


.0) Rust2) Flaking3) Blistering4) Peeling5) Chipping

6) Wear

7) Checking


10) Diswkoloaion

It) Other

X

JLIx

XA

-A.

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Othor


Results: Accept [] Reject [] Eval C3


d~ Nuch~8tGeagubonIjfOi~

0

Supplemental Report

Reporl No.:

Page:


Examiner. Komara, Bernard P. 4AP, Level

Examiner: Duplechain, Lenus F. 4) Level

Other: N/A Level

VT-07-086

2 of 2

Date:

Date:- Z ,

Date:I:WA


Site Review: Rick Portmenn

ANII Review: Tom Wyatt, ANII&Z -"_n.D I=

Comments:

Uners associated with Plate: RBLt-4075, RBLN-4076, RBLN-4077, RBLN-4078, RBLN-4079, RBLN-4080, RBLN-4081, RBLN-4082, RBLN,4083, RBLN-4084, RBLN-4085, RBLN-4086, RBLN-4087, RBLN-4088, RBLN-4089, RBLN-4090, RBLN-4091, RBLN-4092, RBLN-4093, RBLN-4094

NVisual E)Genieration

SitelUnil: CR3 / 3

. Summary No.: E1o12.0178

Workscope: ISI



Procedure Rev.: 2


Outage No.: RFO154WE


Page: 1 of 2

Code: ASME 1992 Ed. Thru 92 Ad. CaIJItem: E-A/EI.12 Location: RB-250°

Drawing No.: S-525-005 Description: RB Dome Uner Plate - 270- to 3600

System ID: MC




Visual Equipment/Aids: Flashlight, 6" Scale, Binoculars, Tape Measure, SpotlighhL


Light Meter Mfg.: GE Lighting Serial No.: 0699 (TI-3375) Illumination: > 200ftic

Light Verification Times: Cal In [ 1400 1500 / N/A Cal Out FA 1630



Coated Areas

Accept


N/A CommentsSee


@1) Rust

2) Flaking

3) Blistering

4) Peeling

5) Chipping

6) Wear

7) Checking

8) Cracking

9) Gouges

10) Discoloration

11) Other

.X

-A.

-A--A.

12) Broken Welds


14) Pitting


16) Wear

17) ARC Strikes

18) Dents


20) Other

XAIL.

XA

-A-

XAXAXA

Comments:ADDITIONAL REFERENCING PROCEDURE; NAP-02, REV 2. NO CHANGE NOTED FROM PREVIOUS DATA, TAPE/SURVEYMARKERS REMAIN AFFIXED IN PLACE AT AZMUITH -340"Results: Accept 2 Reject [-] Eval []


Examiner Level III Paignature Date Reviewer tinature Date

Komnara, Bernard P. 11121/207 Joe Lose, PE TA t'i --Examiner Level 11 natu Date Site Review e

A.i.echaln, Lenus F. 11•21/M7 Rick Portmann 4-10

Wrier Level WA "ignature Date ANII Review Aydignature Date

IN/A Tom Wyatt, ANlI JYVIl

hucieafGe=360tn6cosjp

Supplemental Report


Pago: 2 of 2



Examiner-. Duplechain, Lenus F. t .Other: N/A


Level: II Site Review:. Rick Porlmann


Date:

Dale: Iz 1,

Date: II

Comments:

Uners associated with Plate: RBLN-4500, RBLN-4501, RBLN-4502, RBLN-4503, RBLN-4504, RBLN-4505, RBLN-4506, RBLN-4507, RBLN-4508, RBLN-4509,,RBLN-4510, RBLN-4511, RIBLN-4512, RBLN-4513, RBLN-4514, RBLN-4515, RBLN-4516, RSLN-4517, RBLN-4518, RBLN-4519, RBLN-4520, RBLN-4521, RBLN-4522, RBLN-4523, RBLN-4524, RBLN-4525, RBLN-4526, RBLN-4527, RBLN-4528, RBLN-4529, RBLN-4530, RBLN-4531, RBLN-4532, RBLN-4533, RBLN-4534, RBLN-4535, RBLN-4536, RBLN-4537, RBLN-4538, RBLN-4539, RBLN-4540, RBLN-4541, RBLN-4542, RBLN-4543, RB"N-4544, RBLN-4545, RBLN-4546, RBLN-4547, RBLN-4548, RBLN-4549, RBLN-4550, RBLN-4551, RBLN-4552, RBLN-4553, RBLN-4554, RBLN-4555, ABLN-4556, RBLN-4557, RBLN-4558, RBLN-4559, RBLN-4560, RBLN-4561, RBLN-4562, RBLN-4563, RBLN-4564, RBLN-4565, RBLN-4566, RBLN-4567

williams q&a - request #24 - q18rfo15-iwe exam liner ...vt-il/ vt-ic / vt-brian gibson psc 3c...

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