ML101400273

TMI Unit 1 T1 R18 Outage ASME Code Section Xi Inservice Inspection (ISI) Form NIS-1 Owner'S Report for Inservice Inspections, Part I, TMI Unit 1 Form NIS-2 Owner'S Report for Repairs or Replacements, and Topical Report Number 203, Part 1

ML101400273
Person / Time
Site:	Three Mile Island
Issue date:	04/21/2010
From:	Exelon Nuclear
To:	Office of Nuclear Reactor Regulation
References
TMI-10-033
Download: ML101400273 (577)

Text

{{#Wiki_filter:C TM1-10-033 April 21, 2010©ENCLOSURE 1 C NIS-1 Sheet 1 of 2 C (N FORM NIS-1 OWNER'S REPORT FOR INSERVICE INSPECTIONS As required by the Provisions of the ASME Code Rules 1. Owner Exelon Nuclear. 200 Exelon Way. Kennett Sauare. PA (Name and Address of Owner)2. Plant Three Mile Island Nuclear Generatlng Station. Rt 441 South Middletown, PA (Name and Address of Plant)3. Plant Unit 1 4. Owner Certificate of Authorization (if required) N/A 5. Commercial Service Date Seetember

2. 1974 6. National Board Number for Unit Reactor Vessel N-1 09 7. Components Inspected Manufacturer nent or Manufacturer or Installer State or National Appu ance or Installer SerialNo.

Province No. Board No.Note: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8%2 in. x I11 in., (2) information In Items I through 6 on this report is included on each sheet, and (3) each sheet Is numbered and the number of sheets Is recorded at the top of this farm.This Form (E00029) may be obtained from the ASME Order Dept., 22 Law Drive, Box 2300, Fairfield, NJ 07007-2300 (/ NIS-1 Sheet 2 of 2 FORM NIS-1 (Back)8. Examination Dates: November 16. 2007 to January 24. 2010 9. Inspection Interval from: April 20. 2001 to April 19, 2012. 3d Interval. 3rd Period for IWB. IWC. IWD. IWF and 13t Interval. 3 nd Period for IWE and IWL 10. Applicable Editions of Section Xl: SWtlon XI 1995 wk Addenda 1996 for IWB. IWC. IWO. and IWF Section XI 1992 Edition with Addenda 1992 for IWE and IWL Applicable Code Cases: N-416-3, N-460, N-491-2, N-496-2, N-498-4, N-504-2, N-513-2, N-522, N-523-2, N-526, N-533-1, N-537, N-545, N-548, N-566-2, N-583, N-586-1, N-593, N-600, N-613-11, N-616, N-619, N-624, N-638-1, N-643, N-648-1, N-649, N-651, N-652, N-661, N-685, N-686, N-695, N-696, N-700,N-706, N-722, N-729-1.11. Date/Revision of Inspection Plan: July 7, 2008, Revision 7 12. Abstract of Examinations and Tests. Include a list of examinations and a statement conceming status of work required for the Inspection Plan.See Enclosure 1, Tab 2 for replacement steam generator eddy current examinations and Enclosure 1, Tabs 3 through 6 for all other examinations. Approximately 83% (1266) of the total number of examinations required to be completed during the Interval have been completed.

13. Abstract of Results of Examinations and Tests.See- Enclosure 1, Tab 2 for OTSG eddy current examinations.

See Enclosure 1, Tabs 3 through 5 for other components.

14. Abstract of Corrective Measure.See Enclosure 1, Tab 2 for OTSG eddy current examinations.

See Enclosure 1, Tab 6 for other components. We certify that a) the statements made In this report are correct, b) the examinations and test meet the Inspection Plan as required by the ASME Code, Section XI, and c) corrective measures taken conform to the rules of the ASME Code, Section XI.Certification of Authorization No. (if applicable) NiA Expiration Date N/A Date !J " QQSigned Exelon Nuclear -- y -Owner CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by H.S.B.L.& I. Comoanv of CT of Hartford. Connecticut have inspected the components described in this Owner's Report during the period November 16. 2005 to January 24. 2010 _ and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described In this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable In any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection./ J/4.,'r Commissions NB5478 A.NX.Inspector's Sinafure V National Board, State, Province, and Endorsements Date AL01c) c+Enclosure

1. Tab I Owner Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization:

NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Page I of I Cycle 17 Refueling (T1 RI 8) Inservice Inspection (ISI) Summary Report Enclosure 1 Table of Contents Enclosure Number Enclosure 1, Tab 1 Enclosure 1, Tab 2 Enclosure 1, Tab 3 Enclosure 1, Tab 4 Enclosure 1, Tab 5 Enclosure 1, Tab 6 Enclosure 2 I Tab Number Subject Form NIS-1 Owner's Data Report Steam Generator Eddy Current Examinations NIS-1, Tab 3, Terms and Definitions NIS-1, Tab 4, Class 1 and 2 Component Examinations NIS-1, Tab 5, Class 1 and 2 System Pressure Tests NIS-1, Tab 6, Conditions Noted and Corrective Actions Enclosure 3, NIS-2 Reports -Documentation of Repairs/Replacements Cl K Enclosure 1, Tab 2, Steam Generator Eddy Current Examinations Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1. Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974, National Board number for Unit: Reactor Vessel N-109 Page 1 of 14 The ASME Code and TMI Technical Specifications required eddy current examinations were completed at the Areva fabrication facility in Chalon France. A full-length examination on 100%of the tubing was performed using techniques that are expected to be employed during future inservice inspections. All recorded bobbin coil indications were characterized using the array probe technology. The examinations did not identify any indications of tube wall degradation. The ASME Code requires the results of the examinations be reported on a Form NIS-1 within 90 days of the completion of the outage. The following information satisfies the reporting criteria of both the TMI-l Technical Specifications and the ASME Code.a. The scope of the examinations performed on each SG.The examinations were performed as a pre-service examination. The examinations included a pre-service examination of 100% of the 15,597 tubes in each SG. The examinations included 100% of the length of each tube. There were no obstructions or scanning limitations.

b. Active degradation mechanisms found.The examinations did not reveal any active degradation mechanisms.

C, c. Nondestructive examination techniques utilized for each degradation mechanism. The examinations were performed using bobbin/array combination probes (X-Probes) to examine 100 percent of the tubing. The specific techniques used for various potential damage mechanisms are shown in Table 2-1.All of the bobbin data were analyzed full length. The array data were analyzed for specific areas which included: 3 inches above and below the upper and the lower tube sheet transitions (includes expansion transitions) and all anomalies detected by the bobbin coil.In addition, the array probe data were evaluated for the area from 3 inches outside the tube sheet transition to the corresponding tube end for approximately 7.9% of the tubes, including the first and last tubes in each calibration group.Figures 1 through 8 show the data analyzed for each technique.

d. Location, orientation (if linear), and measured sizes (if available) of service induced indications.

There were no service induced indications recorded. The recorded indications were limited to manufacturing anomalies. Table 2-2 is a summary of the recorded indications. Figures 9 and 10 show the locations of the indications.

e. Number of tubes plugged during the inspections outage for each active degradation mechanism.

There were no tubes plugged during this inspection outage. Enclosure 1, Tab 2, Steam Generator Eddy Current Examinations Owner: Exelon Nuclear. 200 Exelon Way. Kennett Square. PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1, Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974, National Board number for Unit: Reactor Vessel N-109 Page 2 of 14 f. Total number and percentage of tubes plugged to date.There are currently no tubes (0%) plugged in either SG.g. The results of the condition monitoring, including the results of tube pulls and in-situ testing.There was no previous degradation and no degradation recorded during this inspection. Therefore no condition monitoring was performed. No tubes were pulled and no in-situ pressure testing was performed.

h. The effective plugging percentage for all plugging in each OTSG.There are currently no plugs or sleeves installed in either SG. Therefore, the effective plugging percentage is zero.f*\.

Enclosure 1, Tab 2, Steam Generator Eddy Current Examinations Owner: Exelon Nuclear, 200 Exelon Way. Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1, Owner Certificate of Authorization:. NA Commercial Service Date: September 2, 1974. National Board number for Unit: Reactor Vessel N-109 Page 3 of 14 Table 2-1 Inspection Techniques Targeting Potential Damage Mechanisms and Conditions EPRI ETSS Damage mechanism or Location Inspection PSI (includes condition Technique ETSS information for integrity assessment) Thinning TSP, top of Bobbin 1 96001.1 rev 11 Thinning__tubesheet Wear TSP Bobbin 1 96004.1 rev 12 Bobbin 1 96005.1 rev 9 Pitting Freespan X-Probe 2 24998.1 rev I Bobbin 1 96007.1 rev 12 IGA/ODSCC Entire tube 20400.1 rev 5 length X-Probe 2 20402.1 rev 5 20403.1 rev 5 TSP, 20500.1 rev 4 PWSCC expansion X-Probe 20501.1 rev 4 transition 20502.1 rev 4 Entire tube Bobbin 1 96005.2 rev 9 length X-Probe 2 24998.1 rev 1 Fabricati6n Deposits Freespan Bobbin 1 N/A Bobbin 1 N/A Foreign Objects Freespan, TSP X-Probe 2 N/A Tube or Tie Rod Freespan Bobbin 1 N/A Proximity FreespanBobbinN/A Ding/Bulge Freespan, TSP Bobbin 1 N/A Bobbin 1 96010.1 rev 7 MBM Freespan X-Probe 2 N/A K" Enclosure 1, Tab 2, Steam Generator Eddy Current Examinations Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Tbree Mile Island Nuclear Generating Station, Route 441 South Middletown. PA Plant Unit: 1, Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974, National Board number for Unit: Reactor Vessel N-109 Page 4 of 14 Table 2-2 Indications Recorde During PSI Examinations Probe Indication

1. # Max Tubes Entries Voltage Comments SG "A" BLG 8 8 163.3 One indication was large amplitude and 510 Bobbin coded a GMD on the array probe. The remaining seven indications were 20.4 volts or less.DNG 612 622 1.04 MBM 26 27 0.56 SG "A" GMD 1 1 One indication was recorded and 510 Array correlated to a tubesheet drilling anomaly that had previously been I determined to be acceptable.

MBM 21 22 These indications were screened by bobbin coil and confirmed by the array probe.NDF 622 634 Array probe examination of bobbin coil indications. SG "B" BLG 60 63 18.7 510 Bobbin DNG 324 378 4.62 MBM 26 27 0.47 NQI 4 4 The array probe did not identify any degradation in the areas of the NQIs.The indications are attributed to the relationship between the expansion transition and the tubesheet face.SSA 1 1 Determined to be non-flaw like.Attributed to conductive condition on the tube outside surface.510 Array MBM 22 23 These indications were screened by bobbin coil and confirmed by the array probe.NDF 388 449 Array probe examination of bobbin coil indications. I SSA 1 1 Determined to be non-flaw like.C;BLG -Bulge -Localized tube diameter increase.DNG -Ding -Localized tube diameter decrease.MBM -Manufacturing Burnish Mark -A shallow volumetric signal from manual buffing of the tube outside surface.GMD -Geometric Distortion-a localized non-nominal condition not meeting the criteria of a dent or ding.NDF -No Defect Found -Code used to show array of bobbin indication was examined with array probe with no recordable condition. NQI -Non Quantifiable Indication -Represents a bobbin coil indication that shows pOreliminary evidence of a potential defect and requires an X-probe diagnostic examination. SSA -Secondary Side Anomaly -A non-flaw low frequency response reported during the X-Probe examination. 1-,.W 61A, To j~j~jIj ~ / vs~ sii~%jg fl, V) 11 ME X 71 Nov z VW4 10/1 YIN ...... ......................... -..., .11. m ...... 00 TMI Unit 1 RepI PSI 0612009 Tubes Examined with 510 Bobbin SG A PRIMARY FACE INLET TOTAL TUBES: 15597 TUBES SELECTED: 15697 OUT OF SERVICE(#): 0 GROUP TUBES F F7L BobbM 15597 SCALE: 0.0W6538 X Fd Jul03 11:05:522009 co~F R Zpa:-sa 9 2>0 S '~rr',~. C- t6..~4A4- IV"1 -1)YIN NO~1I If/If 1ff ~X~# f/,~ 1,1 '.'fd f t~hf ~~f ~//-s.----------------------------------

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I, d&VAI~. A'~z/M~WJ4Y 'V:..zAl 1. .............. ..... so.,0-/1 1$F,, ./I.7 Y~- ~ K>z 74 dD fAD w so IF p =I1.... ------------ 10 x TMI Unit I Repl PS1 06/2009 Tubes Examined with 510 Array SfG A PRIMA1RY FACE IL.ET TOTALTUBES, 15597 TUBES SELECTED; 15597 OUT OF SERVICE ( 0: 0 GROUP TUBES A UrE to 1147 B UTS,+3 S UTS.$ 14450 SCALE: 0068087X Tue Jul 211t5tl)5 2D09 0 8>.~ w z x TMI Unit I Repl PSI 06/2009 Tubes Examined with 510 Array SfG A PRWMARY FACE KLET TOTAL TUES: 15597 TUBES 8ELECT, 155,7 OUT OF SERVE (4); 0 GROUP TUBES ALTE t0 LT8+3 1149 8LTS4S3 to LTS-3 14448 SCALE: 0.0$M7 X Tue Ju21 10k.47 200.~z1 o A Y w 0 N vm z X 1X x TMI Unit I Rep[PSI W62009 Tubes Examined with 510 Array"'GA PRIMARY FACE INLET TOTAL TUBES: 1097 TUBES SaELTEM 604 OUTOF SERVE~E( 0 GROUP TUBES aSP~ici Iltewes $44 SCALE; 00MW7X TuS JUl 14 043:2t14 2M0 cza>Y (Th W In .i'ir r TMI Unit 1 Repi PSI 06/2009 Tubes Examined with 510 Bobbin S/G B PRIMARY FACE INLET TOTAL TUBES: 15597 TUBES SELECTED 15597 OUT OF SERVICE (M: 0 I,,;1WrV 1 1 41 ;V q; r O Ig ; q ;O !; p;g;;4I ;4;g; 44 M ;4;GROUP F F/L Bobbin TUBES 15597 4*4y bW44W!f4v4*A AARLSW"AWAW WAY V499V:FY WPJ4+-J *-4 ,ý -,v."77, 0, IffiffiL...,-~----.~---------- 0 rPI'FFPPPPPPFFF.PPPFfl FPFFP PPPPPPPFPFFPPPPFPPFPFFPPPPPFFPPFFFFFP FPP FFPflFFFfl 7 I~FP~FPPFflV .7 PFPPPPPI~ FFFPFPPPPFFPFPPFPVPPPPFP m ppF~~~~ ~ ~ jP p.U Ap P F Fp Ip P I ~p ¢ lt ~ I lp I Pp~ i z 4fDN r.P.¶FFP FFFFV 77 F ,FP7rFFyFrF, Fl.rF, PPFPPPPP, P.TJ~c3rxAr0,#A0'F" Tr" ý- rr 4 r!d§v§ rz.ý, f(g, , zep r Y~~(ff(WV~~

• 'vIR 4. z WA P. .c:2> .jiM. P VP I¶j m IN ýMý F Ifl1A,.~J .1.: .LJ w~~~mum-1-----~ =_ ,.~II~ FJ1IV'1~P FF1 FViFJ!FJij!~

1. MPP 7FF FFFPIPFPMP!F FFFF/ 7j7I- 71 If 7, tP.'.'Mt$flVtrVttr#MF$A'MtVVVtrd

.11 IV 01111IS-flflfý)'j "' V -,e -irw , flffi ow, SCALE: 0.066538X Mon Jul06 14:53:25 2009 TIUl4 ~d 11£ii1f1 l4 Y P411,5-(w M z X TMI Unit I Repi PSI 06/2009 Tubes Examined with 510 Array PRIMARY FACE INLET TOTALTUSES: 15597 TUBES SELECTW, 15S5T OUT OF SERVICE(: 0 ." GROUP TUBES-A UTE toUT$-3 1121 B UTS+3t rUT$S3 1447 _SCALE: 0,06880 a.Tue Jul 21 !0;5tL'20 8.11 M Y 1 z 0 w TMI Unit I Repi PS1 06/2009 Tubes Examined with 510 Array WGB9 PRIMARY FACE NLET TOTALTUBESB 15597 W TU8E 5.ECTE" 165S7 OUT OFS ERVI, (#: 0 GROUP TE.A LTE b LTS+3 11,09 BLTS.AtoLTSE: t4489 SCALODOBO87X Tue JuIll 21,0-12 2009 x=~ i3 , -- I, ,0 Z>Y W Af xU z x TMI UnitI Repi PSI 06/2009 Tubes Examined with 510 Array PRIMARY FACE INLET TOTAL TUBES: 15597 TUBES SELECTEDr. 410 OUT OF SERVICE : 0 GROUP TUBES S Specia kfterst 410 00 SCALE: 00;887 X Tue Jut 14 083216 2009 1 w wT 0 SP 0 -4S Y C>1 w z x TMI Unit I Repl PSI 06/2009 Tube Anomalies Detected by Bobbin"OA PRIMARY FACE IN.ET TOTALTUSBES: 15527 TUBES SELECTED: 644 OUT OF 0 GROUP TUBES BB LG a 0DNG 612 MMBM 20 SCALE- 0068887 X Man Jul 13 12:25.02 2009 W4 0~ *0 n. ~C,, W z o~~-~' N~ 2~~0 g ~2 'a ~2 C,~0.0 c z ~. ~ 2.o o.~0~0~z 0'N a y W go z x TMI Unit I Rep!PSI 06/2009 Tube Anomalies Detected by Bobbin SfG a PRIMARY FACE M.ET TOTAL TUBES: 16597 TUBESSELEGTEC 408 OUT OF SERVICE (4): 0 GROUP TUBES 8 1LG 60 0 DNG 324 SSSA I SCALE; ,06861a X Mcu1 M13 1222%9 2009 0 0.*0_T >Y Enclosure 1, Tab 3 Owner: Exelon Nuclear, 200 Exclon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N- 109 Page I of I TERMS AND DEFINITIONS (EXCLUDING OTSG EDDY CURRENT)1. Explanation of Columnar Information A. Identification -Provides the component identification. B. Component -Provides a description of the component. C. Basis -Provides the basis for the examination as described below: i. PSI indicates a preservice examination ii. SU indicates a required Section XI follow-up examination iii. XI indicates a Section XI inservice examination D. Coverage -Provides the obtained examination coverage.E. NDE Method -Provides examination method as indicated below: i. VT-I -Visual examination technique defined in ASME Section XI ii. VT-2 -Visual examination technique defined in ASME Section XI iii. VT-3 -Visual examination technique defined in ASME Section XI iv. UT -Ultrasonic examination

v. PT -Dye penetrant examination vi. MT -Magnetic particle examinationvii. UT-E -A UT examination note to define that the Risk Informed ISI (RISI) UT examination extent is to be applied viii. UT-WT -A UT examination note that defines that a RISI wall thickness examination is to be performed ix. BMV -Bare metal visual examination

x. FT -Snubber functional test xi. RT -Radiographic examination xii. ET -Eddy current examination xiii. EVT -Enhanced visual examination F. Exam Date -Provides the date of the examination.

G. Code Coverage -Provides a percentage of the required examination area/volume actually examined.H. Results -Provides examination disposition results.I. Drawing- Provides the component drawing associated with the examination. J. Item Numbers -Provides the ASME Section XI Item Number associated with the examination. K. Cat. Number -Provides the ASME Section XI Category Number associated with the Examination. Enclosure 1, Tab 4, Examinalions Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Geenerating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September

2. 1974 National Board number for Unit: Reactor Vessel N-109 06-00759-W-02___

WELD , PSI WELD PSI 100 UT-E " _ 1/7/2010 UT-F E 1IAJ8-/2flfl Acceptable, iD-ISI-1C- R11 '2A.0___ R -A I D-ISI-RC-00 R1.20 RA-06-0079-W0 WELD _ PSI 100 UT-E _005- '1 -4 WED-- 1U T 02-06-00759-W-46 WELD I PS 100 UT-E 12 2010 06-00759-W-47 WL P i T UT-E IW 0 0-00759-W-48 WELD PSI 100 ____ ____ ___ ___ __ 1/2/2010 SI 100 1 00576-W-16 WELD PSI 100 _ _100 ...... UT-E NIT 10/7/2009 1-4__j00 _ ______ NIT__ 1___ ____ __07-00576-W-18 f WELD PSI 1 100 1UT-E 'I 1/7/2009..__ _ ._ .. ._ .. .._ .......... .......07-00576-W-1 WELD PSI 1 100 100 UT-E MT _ 10/7/2009 07-00576-W-19 WELD PSI 100 100 __ UT-E _ _MT __ 10/7/2009 7-. -- T 07-00576-W-27 WELD P 9. 4 0 0 oo T-E EAT I Q7/,200 PSI 100 -E 100 _ __o _o 07-00576-W-30 WELD ___I, __ 100 MT 1018/2009 07-00576-W-261 WELD PSI .100 100 _ _ UT-E-- MT _ _ 10/8/2009 07-00576-W-32 WELD PS 4 100 1 ..T......................... 07-00576-W-33 WELD PSI 100 100 loo_- UT-E --..- _ 10/8/2009,ý7.00576-W-34 WELD PSI 100 1100 UT-E MT 102009 W1.. UT-E 10/=/2009 07_-0657-W-42WELD PSI 100 100 UT-E 0/8 T__,_......._.... ............ 07-OO576-W-42 ____ WELD PI 101 ....._UT- MT ..___ 10/8/2009 S10/8/2009 10/8/2009 10/28/2009 10/8/2009 10128/2009 10/8/2009 10/8/2009 1 0/8/2009 1 0/8/2009 1 0/6/200 10/6/2009 10/6/2009 10/0/2009 10/6/2009 iD-ISI-Ac RCT003I-- R1.20 iR-A Acceptable RC-001 -A I D-ISI- i Accepýab _RC-001 R1.20 AR-A I D-ISI-Acceptable RC-003 R1.20 R-A 1D-ISI-IAcceptable RC-003 R1.20 R-A_____ .RC-01 R1.20 -R-A ..i1D-ISI-Acceptable RC-001 R1,20 R A-A i1D-ISI-1 D-ISI-i Acceptable RC-00 R1.2 .0 AT-'A Acptable RC-001 R1.20 R-A iD-ISI- .iD-ISI-Acceptable RC-001 R1.20 ,R-A, Acceptable RC-003 R1.20 R-A 1D-ISI-Acceptable RC-003 R1.20 R-AA -A A1D-ISI-.Acce.table RC-O03 R1.20 R-A Aqe~beIRC-003 R1.20 I F-A 1 D-SI--Accepta RC-003 Al.20 R-A rIDSIS-Acceptable RC-=0 R1 .20 j Ft-A i.D- ISI D 8 -.11,_-Accepale RC-003 FR1.20 A-A 11D-ISI- "..Ae le BS-002 F1.20 F-A BS0021 SUPPORT BS0O21 SUPPORT SUPPORT SUPPORT PSI 100 VT1-3-VT-3 2/15/2008 8/8/2009 111ýEnclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 BS0021 WELD WELD I Xl.1 I UT-E 10/19/2009 100 BSOO22WELD IWELD IXII 100 1 UT-E f 10/19/20091 --- ----. .... ...----ii " ,1/ BS07WL WELD Xl 100 ____ ____UT-E ____1___102209 CF004SUPPORT SUPPORT i XI 100 ... .. VT-3 11/4/2009 CF0004SUPPORT SUPPORT PSI +1, VT-0 _ -1/13/2009 PCF005SUPPORT SUPPORT I PSI 1 100 VT- 1/13(2010 V- F ./O1/SUPPORT SUPPO20 PSI 00 VT- 1//201 CFO007SUPPORT SUPPORT 1 XI.100 .VT-I-3 1 1 1/1/2091 CF0007SUPPORT SUPPORT PSI 1oo -- _ -FT I 1/11/2020 CF0008SSUPPORTS PSI 1100 t v-3 _FT 1/11/2010 CFOO11SUPPORT SUPPORT PI I 100 ..... VT-S ___ 1/13/2010 CF0012SUPPORT P SUPPORT [S' 100 _____ VT-3 _ F ! j 1/5/2010______§Yf R SUPPORT PSI 1.100 1/5/2_ _ _ __ _ _01 CF0014SUPPORT PSI 100 I ______IVT-3 / T __ 1 /3201 0 C F0O01 5 SU` P"PO R T' SUPPORT PSI 1100 ____VT-3~ _ .11/13(2010 CF0016ASUPPORT SUPPORT PSI[ 100 1 ________ T- _____ 0 CF0016SUPPORT SUPPORT PSI 100 ____ ___VT-S tFr 1__ /13/2 0 0 9 J CF0091WAWELD WELD X/ 10 PT 11/3/2009 CFOO92WAWELD I o _ PT 11/3/200 L 0 " 11/3/2009 it CF0094WAWD ELD LD PI10 _________IU- ______ 1 1/412009 1 PS ti 000 U 1/4/200 ..CF0095WELD WELD 1 9 CF0096WELD IPS i 100 UT-E 1 0 CFOO97WELD 1WELD IPSI I10 j_______ UT-, __ __ 1/4/2010 Acceptable BS-001 R1.20 R-A I D-ISI-_j R1.20 1 R-A Acceptable BS-001 B R1.20 JR-A 1iD-ISI-CF-002 F1.10 F-A Acceptable CF-002 F1.10 F-A 1iD-ISI-c CF-002 F1.10 [ F-A __1iD-ISI-AweA. le _ CF-002 F1.10 F-A 1iD-ISI I Acceptable fC-002 1 ___ F-A_ ptab! CF-002 Fl .10 F-A Acceptable CF-002 .F1.10 I F-A i1D-ISI- I 1 c0CF-002 F10 F-A Is,~abe CF-001 .F=1.10 f-iD-ISI- ------Acetable _ CF-001 F1.10 ,F-A iD-ISI- 11 Acceptabe CF-H002 F110 F-A .I D-ISI- F CH-002 F1.10 fiF-A_____ _ _ F1 10_ _ _Acceptable CF-001 F1.10 F-ACF00 I FB1 F-A 1D-ISI-Acceptable CF-001 Fi " F-AK 1 ID-ISI- " .Acceptable CF-002 B10.20 B-K I iD-ISI- i Acceptable CF-002 B10.20 I B-K 1D-ISI- 502 __Acceptaible [CF-001 tR1.20 tR-A ID-ISI-Acceptle4 CF-001 R1.20 R-A Acceptable I CF-001 R1.20 -A Enclosure

1. Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization:

NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 CFV0005ABOLT BOLT XJ1 iV 1 11/14/2009 CoVoo00ABOLT BOLT P 100 V-i1 115/2010 CF05_NE INTER l 100 1 vT-a T11/14/2009 CFM0OO5B8OLT I BOLT PSI 1 100 .... _ _ -1T-i 1 ,_ -1/6/2010 DHOOOSSUPPORT________ [..~~orn-PSI PSI 100 1 _ I 1100 I VT-3 VT-n 1/ 1 /13/010 DH0009SUPPORT SUPPORT DH11SUPPORT SUPPORT IP S 1 o100 T 11/1 4/2 _0 9 .Doo211 SUPPORT SUPPORT _Ps 100 It __ T-3 FT 1116/2009 HDO023SUPPORT _____ISUPPORT 1PSI 1100 VT3 F 1/11/2009i DHOO24SUPPORT SUPPORT PSI 1100 ..T t ___w_ 11,11,20091 DH0075WELD WELD T 1 I 100 1 i' 10/21/2009 DHO160WAWELD WELD __XI_. 100 ____PT I 10/201/2009 1 [DHO223WAELD WELD XJ 100 ____+/-____U-T ____,_ 10/1/52009 DHO.WWELD WELD )Q 100 PT .10/13/2009 -: DHO415WAWELD WELD XI 100P 10/120/09 DHO416WAWELD WELD 1I00 .___ -- ___ PT ___ 10/15/2009 DHCO001BDH403BWELD WELD 100. PT ......... .10/1./2009 DHo.o116SUPPORT SUPPORT A 100 _ .......VT-3 G _ 2009 DHH01 25ASUPPORT SUPPORT jX 1100 rT-3 I _____ 10/12/2009, DHH0126SUPPORT I SUPPORT A 100 1.. 1 VT-a I _ _ 110/12/2009

• _S... .. .CF-a !l R1.20 I R-A lD-ISI-Aceptable F .70 "-2 Accep e CF-001 B7.70 ____2 a F-001 B1 2.50 B-M-2 Acceptable CF-002 -B7.70 B-G-2 1D-ISI- I 1D-ISl-Accetae DH-003 F1.20 F-A.1D-ISI-Acceptable DH-003 F1.20 ..F-A 1D-ISI-Acceptable DH-002 F1.20 1 F-A 1 D-ISI-Acceptable DH-002 F1.20 fF-A Acceptable, DH-004 R1.13. .R-A 1

-LH-004 R1.20 1D-ISI- I Acceptable DH-002 I F3.20 F-C Acceptable DH-023 C 3.20 t:C-C ID-ISJ-Acceptable DH-04 C 3.20 Acceptable DH-024 C3.20 C-C.... 1D-ISI- A : 08ýabe D-025 j23123 C-C Acceptble I _ _089e e -027 F1.20 C-C lo-ISI-DH-007 F1.20 C-C t I DH-0, F1.20 F-A_3oceptable ,DH-004 f 11.20 jF-A DHH0132SUPPORT DHH0133SUPPORT _ SUPPORT I Xl 100[SUPPORT Xl 100 VT-3 VT-3 1__ 23/2009 10123/2009 0\Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Page4 of 18~ o NDE ' -x~t, -Adenfiftiicatiom "M Wasi __ _ aeaCý uhd'Ea-ae Ei a~ Di Hsie~~N DHH01 R1 SUPPORT X1 VT-3 Acceotable 1 D-ISI-DH-020 F1.20 F-A SUPPORT 100 6/8/2009 DHH0188SUPPORT SUPPORT PSI 100 V"_"-3 41 j-200 DHP0001ASUPPORT SUPPORT XI 100 VT-3 I__ _ J 2 9/2 0 0 9 EF004SUPPORT [SUPPORT X+ 100 t VT-S _ 10/31/2009 EFOO10SUPPORT , SUPPORT SU 100 1 _ VT-3 j 10/30/2009 I EF0011SUPPORT SUPPORT XI 100 VT-3 12t712009___ ______ SUPORT S 10 VT-S 1/=1 EF0012SUPPORT ,SUPPORT jPSI 100 VT-3 ,___1/a/2010 EF0021SUPPORT SUPPORT I PSI 1100 VT-3 1 _ 1/9/2010 EFOO21SUPPORT I SUPPORT PSI s -100 ....1_ _____ .VT-3 ___-"_ 11/14/20091 'Ff002.SULPPOR SUPPORT SU 1 11/14/2009 EFO21UPPRTSUPPORT Psi 100 1___ ?J__ TS ___229/2009 EUPPOR22SUPPORT VT-3 EF0023SUPPORT SUPPORT SU 100 ...... _VT-3 _____ .... .10/31/2009 _F0023SUPPORT SUPPORT PSI 100 _ V.___ .__ 1_1_0,0_.EFOO24SUPPORT SUPPORT SU 100 VT-3 11/2/2009 EFOO24SUPPORT I SUPPORT PSI 1100 VT- _ 1/9/2010 EFOO25SUPPORT SUP T SU_100 VT-3 11/2/2009 SUPPORT PSI 1o00... .. ......v-3 13/0 EFOO26SUPPORT i SUPPORT SU 100 Ivr- 11/2/2009 EFOO26SSUPPORT UPPORT PSI I100 IVT- I 1/11o2010 EF0076SUPPORT r SUPPORT i( 100 .VT- 10/29/200 EF0 112SUPPORT iSUPPORT IPSI 1,oo v-3 1/-= _0 __1,1_*, Ti 0-SI- -Acceptable DH-019 F1.20 IF-A e 1 D-ISI-DH-021 F1.40 1 D-ISI-Acceptable EF-002 F1.20 F-A 1ID-ISI-Acceptable EF-002 F1.20 F-A 1 iD-ISI-.A.ep._e_ EF-002 F1.2 F-A 8SF1ptable EF-002 F1.20 F-A 1 D-ISI-Acceptable EF-001 F1.20 F-A Recordable EF-001 F1.20 F-A lO-ISI-Aceptable EF-001 F1.20 F-A Recordable EF-001 F1.20 jF-A Il-ISI- jIF-A Acceptable F-001. F1.20 F-A Recordable EF-001 F1.20 F-A 1D-ISI-Acetb E F-001 F1.20 F-A Recordable EF-001 F1[.20 -F-A ID-ISI-Acceptable EF-O01 F1.20 F-A 1)-ISI-Recordable EF-001 F.20 F-A Acceptable EF-001; F1.20 i:F-A iD-ISI-Acel~e EFM F1.20 F'A Recordable EF-001 F1.20 F-A 1 0-ISI- E"-Accepta~ble EF-001 F1.20 fF-A lO-ISI-Acceptable EF-001 P1.20 F-A ID-Is'-_A(;2" EF-001 F1.20 IF-A.1i1D-ISI- _AAccal j SF-aMl jFl .20. [F-A EF01 13SUPPORT EF01 14SUPPORT I SUPPORT PSI I100 v'r-3i 1 2/30/20039 FT SUPPORT PSI 1 100 VT-3 12t3W2WQ I 1P[I"1 Li SUPPORT P I 1N 10 _____ J_ _ _ .+/-i zw/2009f4 Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way. Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station. Route 441 South Middletown. PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September

2. 1974 National Board number for Unit: Reactor Vessel N-109 PFst 5of 18 Q~N61J lj iih dr -__ _n1 fI_EF01 15ASUPPORT SUPPORT PSI 100 VT-3 12/30/2009 Acceptable EF-002 F1.20 F-A EF0115SUPPORT 1SUPPO.RT PSI 100 I___VT-3 -12130/2009 I I'FW0091SUPPORT SUPPORT PSI 100 VT-3 i 113/2010 FWoo92SUPPORT SUPPORT PSI !100 J VT- _____ _1/132010 FW0093SUPPORT SUPPORT PSI 100 VT-3 _ I 1/13/2010 0 FW005SUPPORT

_SUPPORT PSI 100 T v'.3 _ 1/13/2010 FW0101SUPPORT ISUPPORT PSI 100 _: I VT-3 // 111/12010 FW0105SUPPORT SUPPORT Psi 10 VT-3 1421 SUPPORTPOR PS 00I- 1/14/2010, FW01107SUPPORT SUPPORT S 100 VT-3 FTi1/14/2010 ISUPPORT ~PSI 1100 __VT- _T 1_ _ _ I I FW0112SUPPORT 4 SU I PPORT PSI 100 .. ....... FT 1/10/2010 FW0113SUPPORT _ _SUPPORT PSI 10. .VT-3 FT 1_14_2010_-_ FW0114SUPPORT SUPPORT PSI 100 .-VT-3 F 1/4/2010 Uý0ýIW E SUPPORT PSI 100 1 _ I FT _1/4/2010 FWO114SSUPPORT UPR PS 100 ___ 1_______ /00171 FW0214WAWELD WELD XlI 100 1T 111_ ___ ______ ___ 2_009 FW0215WAWELD .)(1_ _____ ____ 1___ __12009__Acep-table EF-O02 F1.20 F-1 1D-ISI-Acceptable FW-002 F1.20 F-A 1 ~ DII %-=Acceptable FW-002 F1.20 _j-A Acceptable F .20 F-A 1D-ISI- I Acceptable FW-001 F1.20 F-A 1D-ISI- _Acceptable FW-001 F1.20 F-A 1DISI1-Acetbe FW-001 Fl1.20 F-Acceptable FW-001 Fl.20" .1 D -I S I -I Accept.a.._ ,W,00 F1 .20 o-1D-ISI- I Acceptable FW-001 F1.20 F-A .1D-ISI-Acceptable FW-001 F1.20 F-A-- D-I--I-, Acceptable FW-001 F1.20 F-A 1D-ISI- {Acceptable FW-01_ Fl§.20 F-A 1D-ISI-Accptable, FW-004 033.200-A tble FW-004 F03 .20 0.0C 10-IS!- " Acceptable F C3-004 3.20 1 C-C ID-S- I I_- FW-004 C 03.20 j-C iD -IS I- I I Acceptable FW-004 03.20 C-C 10-1s1- -I -Acceptable FW-004 C3.20 C-C j I1D-ISI-I FW-004 C03.20, I C-C lO-ISI. ..FW0216WAWELD WELD IXi 100 MT 11/9/2009 11 I 99-IAO Wm= fl VI ltvi kfr FW0217WAWELD 11/9T/2009I ____I C 0218WAWELD WELD X1I 100 MT 11/92009 FW0219WAWELD WELD XI 100 MT , 11/9/2009 FW0220WAWELD WELD XI 100 " MT [ 11/9/2009 FW0222WAWELD WE XI 100 MT _ 111/9/2009 C->Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 PSPm 6 nfl R~ ~.~DE NDE Ný A_ _ _j ~~lI~} ~ ~ -FW0223WAWELD XI MT 11/9/2009 1D-ISI-FW-004 WELD 100 Acceotable C120 C-C FW0224WAWELD WELD 1 100 iM 11/91 i20 FW25AEDWL a 10 Mli/91W009 FW25AEDWELD IXt 100 1 ___ _______ ___ _______FW0256WAWELD I WELD 10 .......... .. iW 11/5/2009 FW0257WAWELD I!WELD Xl .100 .MT 11/5/2009 FW0258WAWELD WELD )I 100 MT 11/512009 59AWELD ,WELD X, 100 MT .11/52009 ,FW0o6WAWELDJ WEL Xl7 10 0... 7 7 _ _,1120 IFWWU WED1 0 T111512009 FWO 262WAWELD ___ WELD ~X 1 100 __ ____M Ii11/5/2009 FW0263WAWELD WELD XI 1100 MT 11/5/2009 MS0183SUPPORT SUPR PSI__ _ 100 ____ ____ T- 1/18/2010__ ____MS01 84SUPPORT -SUPPORT PSI 100 [ V'f-3 1/1/2010 MS0198SUPPORT SU R V-3 11/5/2010 MSO29SUPPORT SUPPOW T _PSI 100 vMT_-3 I _r_115/52019 MSO01SUPPORT S1UPORT PSI1 00 IVT-S .T 1/18/2010 MS02118SUPPORT SUPPORT PI Pi100 ____ ____VT-3 Fr__ __ 1/1/2010 MS0212SUPPORT SUPPORT I 100 VT-3 FT _ 11/2009 MS2179SUPPORT SUPPORT IPSI 100 f -__ VT-S Fr____ 1/5/201200 MS0219SUPPORT SUPPORT PS 100 I __ _ VT-r- I FT _ _12121=5209 MS0220SUPPORT SUPPORT PSI 100 1 VT-3 FT 11/11/2009 MS0223SUPPORT SUPPORT PI1100 VT-3 IFT 1D-ISI- -Acceptable FW-004 C3.20 C-C 1D-I Acceptable FW-004 C3.20 I C-C 1D-ISI- I 1 Acceptable 0XX-001 C3.20 C-C 0 ID-ISI-Acceptable XX-001 C3.20 C-C 1 D-ISI-Acceptable XX-001 CS.___ ___ C-C:~ 1D-ISI-Acceptable XX-001 C3.20 C-C I Accept -001 I C3.20 .C-C 1D-ISI-AcOae Ixx-oo J C.2o 4 C-C C Acceptobe, XX-o01, ,,C3.20 C-Cc_} 1D-'isi'10-151- 1 -cptble -I C-Acceptable XX-001 I C.20 C-C I-1D-ISI-Acceae XX-001 03.20 C-C Accetbe MS-0 2 F1.20 .F-A 1D-ISI-Acceptable MS-002 F1.20 F-A 1D-ISI-Ac~gtable MS-001 F1.20 FA D-ISI-I Acceptable MS-001 F1.20 I F-A I D-Isi-Acceptable MS-001 F1.20 A_Acceptable MS-002 I F1.20 F-A Acceptable MS-002 [ F1.20 I F-A 1 1D-,S,- I j 1_Acceptble MS-003 j F1.20 F-A iD-ISI- " Acceptable MS-O03 I F1.40 ,F-A ID-ISI- I I Acceptable MS-003 F1.40 IF-A Acceptable I MS-004 F 1 .20" , Enclosure

1. Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization:

NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Page 7 of 18 T I -~ ~1 -~ 1 ~ L~ j 1~ ~pE~ NDE ~DE~~ 1__________________ ___ _____ _____ Melhod~ ~iiiod Exam Date Exam Date- Data ~' 'iiemNi~b~i#~ _____MS0224SUPPORT SUPPORT PSi I 100 VT-3 FT 11/18/2009 1D-ISI-Acceptable MS-004 F1.40 F-A MS0224WEi WELD IX] 100 1 1UT-E 11/10/2009 MS0225WELD IWEL )(1 1100 I_ ___I_____ UT-E 11 /1__ I ___ 1 20091 MS0226SUPPORT SUPPORT PSI f 100 VT-3 F [ 12121/2009 MS0227SUPPORT SUPPORT XI 100 VT-3 I 10/22t2009 MSo227WELD WELD 1x O i _ T-E 11/10/2009 MSO22SWELD WELD -XIs 100 _UTE 1/1 0/2 0 0 9 MS0229SUPPORT SUPPORT PSI 1100 1 ___ ___VT-3 IFTI __ 11/9/20091 MS0229WELD WELD X1 1 UT-E 11/8/2009 MS0232SUPPORT SUPPORT A 100 ....VT-3 , I 11/5/2009 0235WEOD SUPPORT PSI 100 FT i 11/9/2009 MS0243WWELD ELD PI 100I UT-E 11/11/2009 I _ i _ _ _ _ I _ _o_ o MS0244WELD WELD Xl 100 UT-E 11/7/9 MS0247WELD WELD 1 00 UT-E 1114/2009 MSO289S-UPPORT I SUPPORT IPSI 100 ___ ___ VT-3 FT 1___ 11/2512009 M*S0292SUPPORTSUPRT1P 0 jFT- Fr T11/1 9/2009 MU0O42WELD [WELD PSI ý100 ___ I___IRT 1/3(201_MU013.EL WELD 1S 100 _________ T ____ __ j 1/3t201 0 MUo139WEWD WELD PI 100 1 ____I ___ T 1/3(2010_ ____MU0558SWELD f WELD X1 100 JIVT-2 J I 1/20/20101 MU0o5oSWELD WELD ,o 100 _ _ -VT-2 -irzm ,.o MU0___58SWELD_ WELD ___ 100 1T- 1__ ____1 0_ _MU0559SWELD WELD IX1 100 _____I____ VT-2 ____ ____ /2/21 MU0560SWELD_ WE__ 100_______ VT-2 1=_ _2 ___1 iD-ISI-AcVpbleI. MS-O05 -R1.11/R1.18 R-A 1D-ISI-Acceptable MS-005 Ri.11/R1.18 A-A iD-ISI-Acceptable MS-003 F1.40 F-A iD-ISI-Acceptable MS-003 F1.40 F-A ID-ISI-._A.cc MS-00i 5 I R1.1191.18 R-Acceptable MS-005 R1.11Ri.18 R-A I D-ISI-[Acceptable MS-004 1 F1.20 jF-A 1D-ISI-Acceptable MS-005 R1.11R1.18 R-A ID-ISI-Acceptable MS-006 F1.20 F-A 1D-ISI-Acceptable MS-006 F1.20 F-A 1D-ISI-Acceptable l MS-006 R1.11/R1.18 R-A 1D-ISI;[1D4ISI-MS-006 R1.11/R1.18 A-A Acceptable 1 MS-004 F1.40 F-A 11-ISI-Accept ta -001 F1.20 F-A iD-ISI-Acceptable'. MU-3 R1.11 R-A iD-ISI-Acceptable MU-034 R1.11 .-A 1 D-ISI-Acceptable MU-IS- R1.20 A-A 1D-ISl-Acce table MU-022 RI.20 RA-A iD-ISI- l Acceptable MU-022 R1.20 R-A 1 iD-SI-I Accepta Is MU-022 A R.20 R-A Dl-ISI- R ,Acceptable jMU-022 R1.20AA 0 Enclosure I, Tab 4. Examinations Performed Oweer: Exeton Nuclear, 203 Excton Way, Kenne1tt Sqe, PA Plant: Three Mile Island Nuclear Generating Station. Route 441 South Middletown, PA Plant Unit: 1 Owner Cerificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Pam 9of 18 A 1 4 Zat__ __--,:in____________________ _____ Cveras __ 4.; E' ýil N I1 0g:. E-;7 ~__ _N__ ~21~MU0561SWELD XI VT-2 1D-ISI-MU-022 R-A WELD 100 1/20/2010 Acceotable R1.20 MUo5K2SWELD WELD ,Xi 100 ... VT-2 MU0563SWELD WELD XI 100 1. VT-2 -I 1/20/2010 MU0565SWELD WELD XI'100 VT-2 1/20/2010 MU0566SWELD WELD XI 100 1 , , VT-2 1/20/2010 MU0567SWELD WELD X1 100 V -2 1/20/2010 MU0568SWELD WELD X1 100 VT-2 _ ...... 1/20/2010 MU0569SWELD 'WELD Xl 100 VT-2 1 1/2012010_ _ _ _

• _ _1_MU_070SWELD WELD X1 100 _'VT-2 1_ ___/20/2010 MU05_71___WELD

_ WELD XXI 100 VT-2 1/202010 MU0572SWELD WELD Xl I 100 V'-2 j { 1/20/2010 MU0573SWELD WELD XI _,10 VT-2 --_ ._ 1__ 0/201 MUO574SWELD WELD XI... 100 ....... VT-2t ! 1/20/2010.MU0575SWELD'.Q ... WELD ....1... 100 VT-2 I_ .1/20!2010 MU0573SWELD WELD A 100 1,VT-2 + ý 1/20/2010 MUO576SWELD WELD X, 100 J VT-2,I __ 1/20/2010 WELD X1 ! 100 VT-2 i 1/20/_MUO578SWELD WLD~ Xi -00 jIVT-2 If1/20/201 0 IWELD X, 100 1 VT-2 1/202010 MU058SOWELD WELD X1 100 _VT-2 ___ 1 1/20/2010 MU0581S WELD WELD XI100 I____ ___ VT-2 I__ r412_010 MU0582SWELD WELD XI 100 j VT-2 i1/20/201 M02SWLWED ___1 001 _____1____ "- ___ /021 MU0583SWELD WELD X1 100 VT-2 1/20/2010 MU0584SWELD WELD ,X1lI 100, 1, vr-2 _ _ 1/20/2010 r 1D-ISI-1D-ISI-Acceptable MU-022 R1.20 R-A ID-ISI-Acceptable MU-022 I R1.20 1 R-A Acceptable MU-022 R1.20 R-A iD-ISI- .0 1___ MU-022 R1.20 R-A 1 D4s1-rAcceptable MIU-022 R1.20 R-A SD-ISI-Acceptable MU-022 R1.20 R-A iD-Isl- I Acceptable MU-022 j Ri.20 R-A 1D-ISI-Acceptable MU-022 R1.20 R-A 1D-ISI-Acceptable MU-022 R1.20 ____ IR-A 1 D-ISI- I.ptAc !q__e MU-022 R1.20 1 R-A 1D-ISI- V Acceptable MU-022 R1.20 R-A 1D-ISI- R ,Aceptable M I R1.20 R-A 1iD-ISI- I pA [le I MU-022 R1.20 A R-A 1D-ISI-Acceptable MU-022 R1.20 R-A 1D-ISI-Acceptable MU-022 R1.20 R-A Acceptable MU-022 I R1.20 R-A~1D-ISI-{Acceptable MU-022 R1.20 I R-A ccabl 1-SI- A-_Acceptabjle MU-022 R1.20 R-A 1D-ISI-Accpt abl__e MU-=2 R1.20 R-A C)6>Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station. Route 441 South Middletown. PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2.1974 National Board number for Unit: Reactor Vessel N-109 P.- (, Af IR'swE-'.. ..W ,. 1. lO F v ' _u____20 9-_r/__ t _ I ' _ _.. .-llI-[ r WL1VT-2 12iSI-MU0585SWELD WELD )I X 100 E-2 ,1.. ... ..11/20/2010 , Acceptable MU-022 R1.20 _ _R-A__________________ WEL jI 10 _____ ____ _____1. It iD-ISI-MU05M9SWELD { WELD Xl1 100 12VT-2 _ 1120/2010 Acceptable MU-023 R1.20 R-A MU0591SWELD WELD X .100 VT-2 I 1/20/2010 __ptable_ MU-023 F11.20[ R-A MU0592SWELD WELD X_ _100_ _VT-2, 1 _20/2010 ,Acceptable MU-023 R120 I-A_M089WL WEL '- Irm ,o-, 1 1 I_ _ _ _ _ j D-ISI-MU0590SWELD WELD Xl 100 1 VT-2 1/20/2010 Acceptable IMU-023 R1.20 R-A II j1D-ISI-MU0591SWELD WELD Xl 100 ........ ....... ... ..VT-2 1/20/2010 , Acceptable MU-023 9.20 BR-A ML___5_2 __WELD WELD IX1 1100 I_ _ _ __ VT-2 11/20/20101 A ptable MU-023 AR1.20 _ R-A MU0____93SWELD ____ WELD__ IX1 100__ ____ ___ VT-2 1_2=01n I___ Acceptable_ __________ MU-023 Ri .20 _____MUO595SWELD WELD X1 100 VT___ I____ ___I ! ___ 1/20/210 _____Accpae 1D-ISI-R-MU0595SWELD ______jWELD X1 100 1_ __ __ VT-2 _ __I _ __ 112/2W010 IAcceptable MU-023 ýR1.20 A-A I ______________ 1D-ISI-I __ _______ __ __ ____ ___ __ _ __ _ _ ____ ___ __ ____ ___ __ D-ISI-MU0597SWELD _______ WýELD X1 1100 _ __ ___ V-2 _______ /202010]____ ___ Acceptable M1J-023- Al1.204A-_MUO598SWELD MU05M9WELD WELD.XI 100 VT-2 1/20/2010 Acceptable 1l--ll-MU-023 R1.20 A-A__...... r .t _..WELD Xl 100 VT-2 1/20=2010 1D-ISI-ML060WELD IWELD x. 1100 V_ _ ....____120I010 MU0602SWELD i WELD X 100 v'r-2 _ i 1/20/2010 MLU0603SWELD WELD ____ 1-00 -____ ___ VT-2 ____11/20/2010 MU0604SWELD WELD IX- I100 -__ VT-2 _-_- __ _____ 1/20/2010 M _o_ _ELD WELD lx 100 I VT-2 1/0I 1/2.0o MU0608SWELD WELD Xl 100 ,__ VT-2 1/20/2010 MUo60SWELD WELD 1 VT-2 1=010 MUoo8oSwELo ,WEL D 100 ____ __ VT-2 _____ __ 1/20201, , R.. .......1 D-ISI-Acceptable MU-023 R1.20 .-A I 1D-ISI- .Acceptable MU-023 I R1.20 .-A i1D-ISI-Acceptable MU-023 R1.20 A-A 1D-ISI-Acceptable [ MU-023 R1.20 R-A 1D-ISI-Acceptable j MU-023 R1.20 R-A 1 D-ISI-Acceptable MU-023 R1.20 R-A ID4s1-I Acceptable MU 3 Al1.20 A-A i1 1D-ISI-Acceptable MU-023 R1.20 A-A IDe-- -023-ptabl I MU-2 R1.20 A-Accentabla I MU-023 R 1.20 A-A Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Thee Mile Island Nuclear Generating Station. Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 page lOof 18 jj m 4~2 MI tflRl A5~WFI fl1/onI/ot1 n WRt f Mt inn 1D-ISI-MU-023 R-A Acceptable R1.20_MU06ý13SWELD WELD 'XI 100 V !2012010=MU0614SWELD .WELD XI y 100 , .VT-2 1/20/2010 MUO631SWEL. ____ WELD XI 100 ............. t___ 1/20/2010 MU0632SWELD I WELD Xi 100 VT-2 7 1/20/2010-MU0633SWEI.D_.. WED LXI 100 IVT°2 i 1/2=/01 0 MU063SWELD WELD )( 100 Wr-2 1/ ,20/2010 MU0635SWELD WELD XI 100 __ VT-2 1/20/2010. M U0634SWELD WELD XI 100 VT-2 _ 1/20/2010 MU0637SWELD WELD XI 100 VT-2 ___ 1/2=010 MU0638SWELD WELD )X 100 _ VT-2 .i 1/20/2010_.____I WELD wELD P o _ __ .. ___4I2009 MU001BMWELD IXWELD -PSI 00 ___J _ 1T-E -1/20/201 MU0902BMWELD WELD PXI P 100 UT-E 129/2009 MU0_03BMWELD_. ... WELD I PSI 10 UT-E 112/142009 MuO917BMWELD ______ IWELD PSI i50 UT-E 1/4/2010 MU09O8BMWELD WELD PSI 100 UT-E 12/5/2009 MU095O2BMWELD WELD PSi 50 UT-E 12/17/2009 MU0953BMWELD WELD _ _PSI I150 UT-E 12_4/2009 MUC0001AMU1036LWELD WELD XI X 100 VT-2 1/20/2010 MUC0OO1AMU1037LWELD WELD XI 1 100 VT-2 1/0/01 MUE0004SUPPORT , SUPPORT XI1 100( VT-3 .* 6/15/2009 MUE0006SUPPORT SUPPORT XI -100 __1 VT-3 7/13(2009 MUE0008SUPPORT i SUPPORT XIl 100 , .VT-3 _ 7/13=2009 1D-ISI-Acceptable M U-023 R1.20 R-A 1D-ISI- I AccePtable MU-023 R1.20 R-A 1 D-ISI-Acceptable MU-024 R1.20 R-A 1D-ISI-Acceptable MU-024 R1.20 R-A ID-ISI-Acceptable MU-024 R1.20 R-A 1D-ISI-Acceptable MU-024 R1.20 R-A A1aal D-ISI- '.. ..l , MU-024 R1.20 R-A 1D-.ISI- I Acceptable MU-024 R1 20 R-A 1D-ISI-Acceptable MU-025 R1.20 R-A 10-ISI-A .. MU-025 Ri.20 ,R-A.. .1D-ISI- r!Acceptable MU-033 R1.11 R-A 1D-ISI-Acceptable MU-033 R1.11 R-A ID-ISI-p able MU-033 R1.11 R-A Acceptable MU-IS3 R1.1 R-A 1 D-ISI-Accptable I MU-034 R1.11 R-A 1D-ISI-Acceptable MU-034 R1.11 R-A.I D-ISI-_.A _p._a....MU-034 R1.1 1 R-A 1D-ISI-Acceptable MU-034 R1.11 R-A 1D-ISI-Acceptable MU-03 1.11/B2.70 B-13 1 D-ISI-Acceptable MU-038 1.11/12.70 jB-B 1D-ISl- I Acceptable MU-035 F1.20 *F-A Acceptable ] MU-035 F1.20 F-A f-Enclosure 1, Tab 4, Examinations Performed Owner. Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 p,. 1t nfIR I~1 .7 1 T t ImXf i;X~dea , I _ _ _ _npa~~L.. _ _ I PPf~lAT Q I IDDflgI:T Dcl I fV~\ITQ 1D -ISI-Acceptable MU-034 .F1.10 F-A ,.v , *v., ... ..,, --,l ,l l J l- ____ r, IIgcul,v MUEO039SUPPORT SUPPORT PV-3 MUE0043SUPPORT iSUPPORT PSI 1 0 0 VT-3 FTI1/13/2010 MUE0044SUPPORT SUPPORT PSI 100 VT-3 1/11/2010 MUH0050SUPPORT SUPPORT SI 100 ,, -3, [ 1/11/2010_ _ _ _ _ _ _ _...-.. _ _ ....MUH0052SUPPORT SUPPORT PSI k100 1 {VT-3 1/11/2010 MUH0052SUPPORT SUPPORT PSI 100 _ VT-3 1/11/2010 MUH0053SUPPORT SUPPORT PSI 100 I _ I VT-3 _ ._ , _ 1/11/2010 MUH0054SUPPORT SUPPORT PSI 100 _ VT-3 71/11/2010 MUH0270SUPPORT SUPPORT PSI 100 VT-3 _ 1/11/2010.' MUHOO75SUPPORT _SUPPORT XI 100 VT-3 7/11/2009 MUH0205SUPPORT I SUPPORT SXI 100 VT-3 I _ 7/13/2009 MUH0206SUPPORT , SUPPORT PSI 100 VT-3 1/11/2010 MUH0218SUPPORT SUPPORT PSI 100 VT-3 1/11/2010_ _,,UH0215SUPPORT ...._SUPPORT PSI 100 V-3 1/11/2010 MUH0220SUPPORT SUPPORT IPSI 10o0 Tw-3 -- -, ---- 1/1/0 i__ _ _ _ _ I __ _ _ _MUH0221SUPPORT SUPPORT PSI 100 VT-3 1/11/2010 MUH0231SUPPORT -SUPPORT PSI 100 VT1 ..... 1/11/2010 MUH0206SUPPORT SUPPORT APSI 100 VT-3 11/2010 MUHO2R1SUPPORT SUPPORT PSI 100 1 VT-3 F 1/11/2010 MURC0014SUPPORT SUPPORT Xl 100 ,VT-3 F 4. 1/212009 RC0007SUPPORT SUPPORT SI~L 100 I __ __ V'T-3 ~FT I 10o30/2009 RC0014SUPPORT ......SuPPORT PSI 100 i ___ L___ v'r-3 1FT 1 ___ 1/13(20101 1 D-ISI-Acceptable _MU-034 F1.10 F-A I I SI-', Acceptable MU-033 F1.10 F-A 1D-ISI- F pable MU-033 F1.10 F-A 1 D-ISI-Acceptable MU-034 F1.10 F-A 1Dc.IS'- ... ...... A A-e abe MU- F1.1 F-A Acceptable MU-034 F1.10ý , .-A_ID-ISI-Acceptable MU-034 F1.10 F-A 1D-ISI-Acceptable MU-0=4 F1.10 F-A 1D-ISI-Acceptable MU-034 F1.10 F-A 1D-ISI-Acceptable MU-034 F1.10 F-A 1D-ISI- I+/-Acceptable MU-039 F1.20 F-A 1D-I~Acceptable MU-039 F1.20 , F-A 1 D-ISI-Acceptable MU-033 F1.10 F-A 1 D-ISI-I_Aocet.ble Mu-o. F1.10 F-A 1- 0 si--Acceptable MU-0SS F1.10 F-A 10-ISI-I Acceptable MU-033 F1.10 F-A 1D-ISI-, A le MU-033 F1.10 F-A I 0-IS I- ' .......SAcceptable MU-__3 Fl.10 F-A 1D-ISI-Acceptable MU-033 F1.10 F-A 1D-SI-t Acceptable MU-030 F1.10 F-A 1D-ISI- i Acceptable F MU-39 F1.10 F-A 10-ISI- 1 Acceptable MU-042. F1.40F- .RU-004 F1.40 F-A 1D--ISA- .. ...Acce-ptable { RC-005 F1.10 F-A Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Page-12 of 18 CcatfctoCMO -B oweag Co~vaae o ma Moid a9 Meto Exam, C ~ E IIte mtEr ROCO17SUPPORT SUPPORT PSI 100 VT-a K;10/31/2009 -.. ... .. .... ' ....S- -.. .. .0-- t-' i -.-'= i I" " i. .....i RC0019SUPPORT SUPPORT PSI 100 1 ......2 ... ... VT-3009 RC0024BMWELD WELD AUG 100- 100, BMV _ 11/27/2009 ROB DWELD 1 _MV _ _RC0078BMWELD __WELD AUG 100 94 BMV .1 11/10/2009 RC00OTBMWELD+ .WELD AUG 100 100" B,1111_=09 8C__122BMWELD _ WELD_____ AUG 100 10 ~ BMV I11/10/2009 RC0134BMWELD .WELD AUG 100 100 _BMV I 11/10/2009 RC01 55BMWELD WELD A UG_,10 100 __BMV _ _ 11/6W2009__01_0BMWELD_ 'WELD JAUG1 0I0 _BM _____12:: 8RC015BMWELD WELD AUG 100. 1 _ BMV _ _ 11/612009 WELD 100WELD 10_3__2009 ROO292BMWELD WELD AUG _________ __ ,__ _ _ ______Acceptable !@cptble, 1 D-4SI-RC-004 RC-004 iD-ISI-F1.40 F-A i F1.10 'F-A I R1.2/B15.215 R-A ..R1.20/015.215 1R-A R1.20/B15.215 R-A 11/11/2009 11/27/2009 11/30/2009 12/1/2009 12/1/2009 11/20/2009 11/27/2009 11/26/2009-e RC-001 Acceotablei RC-003_RCO293BMWELD ROO294BMWELD_____ flflfS~Ocfl*MA~CI F%WLD i AAUG WELD -IAU WELD 1 AUG 100 BMV BMV 10/30/2009I 10/30/2009 100A OIAIIfk ID-IS--- -1.20/-15-215 i R-AJ Acceptable RC-002 R1.20/615215 8-A Acceptable RC-001 R1.20/B15.215 R-A!c D4SI- 1 RC-04 4 1.2/B5 215f 8-A Acceptable RC-004 R1.20/13.215 8-A 3ID-ISI- I-cetbe RC-05 B15.180 .. .+NA +!Aoceutable RC-005 B15.180 NA ID-ISI-Accptable RC-005 B15.180 NA AcceIable RC-00i5 B15.180 NA 1D-ISI--Accqptable RC-005 B15.180 NA! 0RC-005 [1315.180 NA .1-°IS,-Accept!be 80-00 1 'B15.180 N I~pcl s 8-00 8 5_ -NA iD-ISI- I Aqcepta!!ee RC-005 1 B15.180 INA 1D-ISI- T Acceptabl3e RC-005 B165.180 NA_ A ! I 8 0 0 5 B 1 .8 N A Acceplable RC-005 B15.180 Aj Acceptable RC-005 B15.180 NA I D-ISI-Aepable RC-005 B15.180. I'NA Acceptable R(-05 -815.180 NA WELD AUG 1UMM)100 BMV---RC0296BMWELD_ _ WELD 1 AUG 100 aCO297BMWELýD ED, AUG 100 BMV 10/30/2009+R[UU 11/.oJ9It I BMV 11/312009 r RC0298BMWELD RC0299BMWELD RC0300BMWELD 800301BMWELD RC~n~ARftWPI If WELD WELD AUG AUG 100 100 BMV BMV*1 11/3/2009 i11/3/2009 %WELD AUG I 100 BMV ,!11/3/2009 +.WELD AUG WELD1 AUG+100 _ _1DO T BM Y' 11/312009~ BM- 11/3/2009 'RC03.....W..D I RC0311BMWELD RC0312BMWELD WELD__ AUG WELD AUG 100 SBMV 1- 110/30/2009! BMVJ 10/30/2009 I i I Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown. PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2 1974 National Board number for Unit: Reactor Vessel N-109 RC0348SWWELD I WELD AUG I IO0 i I BMV I 1 Acceptable I RC01Z2 I B15.140 NA I RC0349BWELD WELD __ i 1BMV ..0/32..... .... ---,-'----o ... <.RCD350SWWELD WELD AUG 100 ,BMV 1 1212W9 RCH0001ARCH1AISUPPORT ..SUPPORT PSI 100 ._ ___VT-3 12115209 RCHOOO1ARCH1A2SUPPORT SUPPORT PSI 100 [1'PORTI.PS..T-12/17/2009 RCfO1ARCH1 A3.S._UPPOR1 SUPPORT 1 _____ 12117/2009 RCH0001ARCHIA4SUPPORT .SUPPORT PSI 100 VT-3 12117/2009 RCHOOO1ARCH1A5SUPPORT SUPPORT PSI 100 VT-3 _ 121222009 RCH00O1 BRCH1 B1 SUPPORT fl'fOlDCL400 o o SUPPORT 01mon PSI 100 1 VT-3 12130/2009 MCI ,,,.%r11- -1PI0Irmlf nf uUltl.J iL~n.Jllu&.Iurrunl, cJ o rr..nl r.Ji 3w V!' 1% I lC, IWLIJO RCH0001BRCHI B3SUPPORT SUPSI 1 oo -.. ._.1, RCH00OIBRCHIB4SUPPORT ~~~~~~~~SUPPORT IPSI 10 .__ ________ __ ___ 21/001____ RCH0001BRCHlBSSUPPORT* [SUPPORT PSI {100 VT-3 t12/22/2009 RCPOOOIARCO257SWELD WELD XI 100 , _ ...2 1/20/2010 RCP0001 ARCP0O OIAl OSUPPORT SUPPORT_ P 10____ 12_30/2009 RCPOOO1ARCPOOOIAIOSUPPORT SUPPORT PSI 100 __VT- 121302009 .RCP0001 BRCP0001B1SUPPORT SUPPORT PSI +1000 .VT-S 12130/2009 RCP0001BRCP0001CB1SUPPORT SUPPORT PSI 1 MVT-3 12130/0 RCPOCRCPOOO1C611iSUP PORT SUPPORT I PSI 100 VT-3 12/3012009 f RCPOO0iGRCPOOO1CIOUPR SUPORT PSI 100 ___ I____VT-3 ____ ___ _____ _____RCP0OODRCP0001D1oSUPPORT SUPPORT PSI 00VT'3I 1213012009 _ _RCP0001DRCP0001D1ISUPPORT .SUPPORT PSI __ __ V3 1/3/2010 .RCT0001 INCORENOZZLES WELD IAUG_ 100,_ BMV _ 10/2/201 RCT0001RHOOOIFFLANGE FLANGE I'M [ 98.54 1. ___ UT 101/ 31/2009,1 abe -012 B 15.180 NA, Acceptable RC-012 B15.140 NA Atable RC-008 F1.40 j F-A AccIptable RC-008 F1.40 F-A jID-ISI- T-Pi --R.C.08 F1.40 4 F-A AI0eptable RC-0 F1.40 F-A Acceptable RC-0 F1.40 F-A AceqWc#tIe RC-009 F1.40 F-A Accepble RC-009 FI. F-A ID-ISI-I Acceptable I RC-009 F1.40 _ _ 1F-A I l -ISI Acceptable 1RC-009 F.40 F-A Acptaled RC-009 Fl.40 F-A I -l~sl- i_,,_ , F-___AcceF1. RC-006 R1.20 .R-A Acceptable RC-006 F1 40 F-A ID-ISI-TFA y RC-00 6 F.40 !. S.0-0.l4_A(ccptbed RC-006 F1.40 F-A 1lD-ISI-T Acceptbed RC-007 Fl.40 F-A j Acceptatble ~RC-007 F1.40 F-A*1D-lSI-Accep~able R~C-007 61580 1 NA_ýýejatIle RC-10 B1- 6BD A Acceptable RO-01O 684'0 B-G-l 0 Enclosure I, Tab 4, Examinations Performed Owner: Exclon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station. Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Comtercial Service Date: September 2,1974 National Board number for Unit: Reactor Vessel N-109 Pape 14nfI8-,~iig -Qr~.i MtON--- I __ j c m n tb t Iý ______ _ _ _ _ _ go ] ti_ _ _RCTO001 RHOOOI M&OBOLT BOLT XI 100 !VT-I 11/12/2009 1D-ISI-100 UT 11/18/2009 Acceptable .1 RC-010 B6.30/16.10 B-G-1 RCT0001 RH0001WBOLT RCT0001RHOO02FFLANGE ....... .... .. ..BOLT X!ion V'r-.11/118/200 k--- 11/18/2009 fLAA XI 96.54 10/31/2009 UT R ANGE RCT0001RH0002M&QBOLT RCT0001 RH0002WBOLT RCT0001 RHOO03FFLANGE mr.TrtrnlntI T BOLT BOLT XI XI 100 100 ULT 11/12/2009 100 VT-I 11/18/2009 Vr-l t__VT-1VT 11/18/2009 FLANGF Xl gA..4 liT X1 9664 UT 10/31/2009 ~1 1 41 OIO(IAO Rt~lT?VI IlfltI1 litr lInt RCTODOIRHOO03WBOLT IBOLT X1 100 ___1 __ Vi-1 ___ __ 11/1812009 ___RCT00O1RHOO04FFLANGE FLANGE )a'9.4 I_______ UT ___ ___10/31/2009 ____RCT00O1RHOO04M&OBOLT IBOLT lX1iii 110 ___ UT IVT-i __ 11 /12/2009 11 /1 8/209 RCT0001 RHOO04WBOLT BOLT E 1 100__ _____ L__ _ --------___ __ __ _ __ __RCT0001RHOO05FFLANGE FLANGE X 96.54 UT____ __ __ ___1/120 ___RCTntYIi RWflCV~MAOROt T ROt T VI I flA 11r" li/I olonfto I tYt UT.1 RCT0001 RHOOOSM&QBOLT BOLT I l I 0 1001 UT V- __ 11/12/2009 RCT0001RHOOOBOLTLT_ 10 I VT-i 11/18t2009 RCT0001 RHOO06FFLANGE FLANGE j)0 98.54 ___ U fVl ___10/1/1'9 RCTOOOIRHOOO7M&OBOLT BOLT X1 100 1100 ___ UT 11/122009 RC00RO0WOT I BOLT IX1 100 1 ___VT-i + __ __ 111/1=/005) RCTOO01RH07FRLANGE IFLANGE IX1 -96.594 UT 10/31/2009 RCTOOO1RHOOO8M&OBOLT IBOLT X1 100 100 -T 11/111/2009 RCT0001RHOO07WBOLT I _1__ 100 I ___I____VT-i ___ __ 11/18/2009 RCTOOOI RH0009FFLANG3E BOLT5 10/-31/2009U F ___ g 11/18/2009 11/18/2009 11/18/2009 ! Accptale j Rq-010 688.50 iD-isi;Acceptable RC-010 86.40 B-G-1/a.eR -0 88 Bo -G-1 I 1D-ISI-Acce010l B68.50 8-0-1 Acceptable RC-010 86.40 B-G-i Acceptable RC-01 0 B68.30/138.10 B-0-1 Acceptable RC-010 B8.50 B-G-1 1D-l51-Acceptable RC-010 8 B-1 1 D-151-Acceptable-RC-010 88.30/88.10 B-G-1 Acceptable FO I 88.50-1 e R-10-1S .--ý I t-Acceptable RC-01 0 86.30/8.10 j ,B--1 1D-ISI-Acetl RC-010 68.50 B-G-1 Acceptable RC-010 86.40 ..8--1 Acpjebt RC-010 86.30/56.10 B-G-1 A~¢ept able __ 840 I _AccepIable RC-010 .3886.50 B-G-1 1____ Ji-ISI- I Acceptable R .C-00 886./0 "-1 p l -ISI--Acceptable RC __010_ I_63016.__BG1 Acceptable] RC4S-0 84______ ___________Acpal 1RC-010 B68.508.0 B- --1 Acceptable jRC-010 B6.88.5 .10 rB2-G-Acceptable IC-0S10 1365 --Accptbl._1__ SI RC-010 f8B.40 j8-G-1 Enclosure

1. Tab 4. Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way. Kennett Square. PA Plant: The Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authrorization:

NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Paot'15 of 18 ND ; ,f , -I._ 1 --4-- k"I_________________ Gt Bss .oea. Mto ~ hd EanO O t ale reut eraabeiI!P' rae II 'Exmzle_ Ni" RCTO001 RH0009M&OBOLT BOLT Xl 10 i0 100 UT VT-1 11/1112009 1D-ISl-Acceptable RC-010 RCT0001RH0009WBOLT BOLT 1 Xl 100 .__ 1T/18/2009 RCT.0001RH0010FFLANGE -r-FLANGE ,XI 96.5 .T 0/31/2009______-___ -" !RCT_0OOIRH0010WBOLT .BOLT _100_I VT-1 11/18/2009 RCT0001 RHOO11FFLAGE FLANGE A 1.96.54 1 i ____ UT 10/31/2009J RCT0001RH0011M&OBOLT BOLT Xl 100 100 UT .. -1 t 11/11/2009 RCT0001RH0011WBOLT BOLT XI 100 _ i _ .VTi _ 11/18/2009 , I -_I00!_tq.2FAG F LAG.xi 96.54 ___ ___ UT ___ ___1/120 RCT0001RH0012M&QBOLT BOLT XI 100 100 _ UT VT-1 1/1112009 RCTOOORHOD012WBOLT BOLT _X1 100 1, , VT-1 Ji_ _ _ /__.111 RCT0001RHOO13FFLANGE FLANGE Xl 96.54 UT 10/31_.2009 RCT0ooo0012ooM&OBOLT BOLT .A 100 100 UT VT-i 11/1312009 1 I 11/11.200. RCTOOO1 RHOO12WBOLT BOLT Xl 100 1VT-i 1 11/18/2009 RCT0001RH0014FFLANGE FLANGE XI 96.54 UT _ 10/31/2009 A.RCTOOO1 RHOO134M&IBOLT BOLT XI1 100 100 _ UT VT I 11/13/2009 RCT0001 RHO0l 3WBOLT BOLT X1 100 _______ VT-i_ ___ 11/8/D RCT0001 RHOO154FFLANGE FLANGE, XI 92u.58 _______ UT 11/120 RCT0001 RHO0l 4M&OBOLT BOLT__ )____, 10_10_T___ 1/RCT00018HOO15WBOLT IBOLT Ixl. 100 ___ ___ ______ 11/18/20091 RC00RHO6 FLANGE FLNG 92.584 UT 113120 RCT00OI1RH001 5M&QBOLT_ BOLT ]XI 100 100 ____UT VT-i 11/13/2009 ______________________ [ BOLT Ai 100 1__ _ _ _ _ Ti K _ _ 11/18/09 ACOOROO6FAG___ LNGE XI~L. 98.54 1 UT 1 f___10/3R1/200 RCT0001 RH001 7FFLANGE _ FLANGE x 65 ___U __ __ 20 11/18/2009 11/18/2009 11/18/2009 11/18/2009 11/18/2009 11/18/2009 11/18/2009 11/18/2009 B6.30/B6.10 B-G-1 1 D-ISI-Acceptable B-G-1 ptable RC-010 6.50 1D-ISI- r Acceptable RC-010 B6.40 .B-G-1 1 0-ISI-Aptble RC-010 .3088.10 -i1D-ISI-Acceptable RC-010 B6.50 B-G-1'1D-ISI- I 1 Ac [ Ace C-tale O R:.90 8]6.40 B-G-1 1D-ISI-Accetable RC-010 B6.30/.10 B-G-1 1D-ISI-Acceptable RC-olo 86.50 B-G-1 1 D-ISI-_Accptable RC-010 36.40 B-G-1 1015- I 1D-ISI-A able.... RC-010 h65 0 B-G-1 1 D-ISI- f-Acceptable RC-010 86.40 B-G-1 1D-ISI-A eptable RC-010 138.30/136.10 _B-G_1_I D-iS-Acceptable RC-010 B6.50 _B-G-1 1D-ISI-Acceptable RC-010 B6.40 B-G-1 ID-ISI-Accpale RC-010 6308.0 --1D-ISI- I Acceptable RC-010l 6.50 B-G-1 1 D-ISI-__p _t 1 -o 136=86. 1 0 B-G-1 Acceptable A-l 8.3/61 1 LAcceptable R C-010 B6.50 ~B-G-1_____pj#ý R C-010 186.4 ___~Acceptable RC01 W.40B.0 J8.G-d r)ýe--Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear. 200 Exclon Way. Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September

2. 1974 National Board number for Unit: Reactor Vessel N-109 Pa-e 16 of l8 NDE NM" DE'-. .__ ___60ý \% C6' rag % effn MDE Mefo 2 &'hl~l Ex- Dyt w- fý 1 RCT0001 RH0017M&OBOLT BOLT XI 100 100 IUT 11/13,'2009.

ID-ISI-RC-010 VT-1 RCT0001 R01 7WBOLT BOLT X 100 VT..... .11/31/2009 RCTOOOIRH0O18FFLANGE FLANGE x) 96.54 T .- T 10/18,/2009 RCT0001RH0018M&OBOLT BOLT .XI 100 100 ____.. I. _._.VT"__1 ._ 11/13/2009 LT BOL X1 10 T 1 -RCT0001RH0019FFLANGE FLANGE )l( 96. _ ,, UT I,, I ,---131/2009 RCT0001 RH __1 9 Mran _ 1 BOLT Xl 100' 100 LI____RT ____-1 0___ 1/11/2009 RCT0001 RH001 9WBOLT BOLT Xl 100 _ _LIT ,..VT-1 _ 11/1182009 RCTOD01 RH0020FFLANGE FLANGE IXI Xl 9654 UT 10131/2009 SRCT0001 RH0020M&OBOLT BOLT 1 Xl 100 1 100 __ UT_ _ 11/1112009 RCT0001 RHOO2OWBOLT BL XI [100 I ]. 11/18/2009 RCTOOOIRV00098MWIJL ED 100 100 10 LIT ET P T 12/3/2009 RCT0001RV0009BMWELD I WELD PSI 100 100 100 ET PT I 11/2009________ WE LDI 96 100 1/40 RooIV0010BMWELD WED ,X 6 1 00.. UT-E ET .E" 11420 RCTO000 RV0010BMWELD WELD ,PSI 100 1100 1100 PT , UT-E ET 12(23/2009 RCT0002PR00088TFLANGE FLANGE PSI ..100 .VT-i 12/3/2009 RCT0002PROO09BMWELD WELD 1AUG 100 I____I____BMV 1__ ____1032009 SG-325-LPMBLTNG _ ___BOLTING PSI 100 1. 7//20 SG-325-PFD-o28A WELD. I PSI 100 EVT 6/1812009 SG-325-R/D-028B WELD tPSI 100 6 _ ! 6/18/2009 SG-325-R/D-035_ _ WELD PSI 100 EVT 6/19/2009 SG-325-S/C-001 .WELD PSI 100 Y1 9+12009 SG-325-S/C-002 _ WELD PSI 97.4 IUT _ 7/7/2009_________________ WELD I PSI1 9-7.-87 1LI___jT__ 7f7/2009 11/18/2009 11/18/2009 11/1B/2009 11/18/2009 12/4/2009 12/31/2009 11/24/2009 12/23/2009 Acceltable B6.30/B6.10 B-G-1 12/4/09 12/30/09 11/24/09 12/23/09 ID-ISI-Acceptable RO-01 0 86.50 j B-G-1 SID-ISI- '1 Acceptable RC-010 B6.40 .B-G-1 1D-ISI-Acocepale RC-010 136.30/16.10 B-G-1 Acceptable RC-010 1386.50 -i ID-ISI-Acceptabte. RC-010 1 36.40 8B-G-1 I D-lSI-Acceptable RC-010 1 36.30136.10 B-G-1 1 D-ISI- t Acceptable RC-010 136.50 B-G-1 1 D-ISI-a RC-010 16640, B-G-SAcceptable- 0 1363013.10 -B-G-1I ...1 D-lSI-able RC-010 16.05.0 B-G-1 I D-ISI-______- R-Oo 'i R-A Acceptable RC-01 0 1 1.20/615.95 R-A iD-ISI-AcoqpAblIe RO-01 0 Ri1.208315.95 R-A Acceptable RC-1 0 R1.20/B15.95 R-A 1iD-ISI-_cA__ ab Re!!C-00 B7.20 B-G-2Ds-IS Ac.ceptable, RC-012 R1.1511315.150 R-A Acceptable RC-005 87.30 B-G-2 iD-ISI-Acceptable BC-008 B3158.14 50 __13_J ID-ISI- I Acceptable I RC-0 I B3.140 B-,D iD-ISI-Acceptable-RC-008 133.140 B-D -I-D-ISI-Acceptable RC-008 B10.10 B-K 1D-ISI-Acceptable [RC-008 12.31 0 B-B--cc ---tab RC-0 B.....Acceptable I RC-;008+ 02.0 B-B Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 2W0 ExelonWay. Kennett Square, PA Plant: Threc Mile Island Nuclear Generating Station. Route 441 South Middletown. PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September

2. 1974 National Board number for Unit: Reactor Vesael N-109-SG-325-S/C-008 SG-325-S/C-009 WELD PSI 97 UT 71412009 Acceotabie I RC-008 B2.40 B-B SG-325-SIC-010 WELD P~si 1100 I UT j 7/4/2009 S-2-/-1IWELD iPSII 90.1 LIT_~ I&____624/209 1iD-ISI- I Accptabl RC-M0 B2.31 --1 D-SI- ' I Acceptable RC-008 B2.31 B-B 1iD-ISI-Acceptable

_RC-001_ R14? ___ R4 SG-325-S/C-01 SA WELD PSI 100" LIT-F 100 MT 7/4/2009 WELD PqI 100 100 LIT.F MT 7/4d"2Ottr 6/19/2009 A/l A/'2009 I lo-ISI-AnnantablA tRC.t'tOl RI20(R-A SG-325-S/C.-015A WELD 100 I___ UT -E ____ 7/4/2009 619/12009 Accental I RC00-A 2_______________ A W LD SI 100 100 _ _ UT-E 'MT 7/_200 I _ ___ __ ___ __ Acceptable 'jRC-001 4.R1.20 ____SG-325-S/C-. St3-325-S/T-4 016B WELD PSI 100 100 UT-E 7/142009 6/18/2009 1 I L.-IlI-RC-001 S'R1.20 A -A Accectable. i-- t-t +/- b-f- *.10,A WELD PSI 100 LIT All 7/2ffl Accntable IRC-(=i C2.21 I C-B SG-325-SfT-0038 _____ WELD jPSI 100 UT__ emr__ 1___ ___SG-325-UPIBLThG. IBOLTING iPSI 10 ____ ___ VT-i .______ 7/8/2009 SG-325-UPMBLTNG_____ I BOLTING PSI1 1100 T________VT-i ______ 7/8/200 SG-326-LPMBLTNG BOLTING Psi 100 T 720 SG-326-PJD-028C (I 98*.Azirnuth) WELD n PSI 1 00 ____EVT &2__ __ /7/2009,_ __1 EL PSI 110027/2009__ SG-326-R D-035(7 WELD PSI-- 100 iT 617/00 SG-326-S/C-001 WELD PSI 100 -MTA __ 6/25/2009 SG-328-S/C-002 IWELD PSI 97.4 UT ___7/2/2009 SG-326 -S/C-003 WELD IPSI 97.8 1UT 1__ __ 7/2/2009 SG-326-S/C-004 WELD JPSI98i.1 UT f __ .7/3'209 SG-326-S/C-008 WELD IPSI 99.8 LI___ ____ T i ___ ___ 19/2009 SG-26S/C00 WLD PI~ 94.3 1_ __I___ UT ___I __ 20209________________ I WELD PSI! 100 1 UT [ __ [7/2/2009_____ _D--ISI C221 C-B Accepal RC-00 221___I iD-ISI T Acpal RC08 B7.30 -2 Acetal 1 !-S B-G-2 RC-008 B7.30 .....1D-ISI-Acceptable RC-009 B7.30 B-G 1 D-ISI-Acceptable RC-009 B-1 D-ISI-C-09 B3.140 B____Acceptable RC.-09 B3.140 B-B !1D-ISI-A=ceptakle RC-009 B1.140 B-K I 1 D-ISI-B- 1 Acceptable RC-009 82.31 B-B i 1 D-ISI- ,, Acceptable RC-009 B2.40 B -B 1 D-iSI-I Acc-lableC1.309C-A Acceptable RC-009 Cl .30 C-A I D-ISI-T Acceptable RC-009 82.40. B-1iD-ISI-Acceptable RC-0 B 23 8-Enclosure 1, Tab 4, Examinations Performed Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Gnermting Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Pow. in,~ in-~~ -8 of- 18'WxI E IýA' -I t am Fl&"t Du n SG-326-S/C-01 1 WELD Acceo.bl I 'ROr-00Q PSI 90.1 UT 7/3/2009 B2.31 B-B SG-326-S/C-015C (198'=AzimuthDPSI 100 10.i 4~ L_ I L 10 100 1 1UT-E 1 MT ......... ...... WELD PSI 100 100 UT-E MT 7 1_ /420 SG-126- S/C-01 SC (I~3W E PS 100 I10 ___ UT-E IMT 7/N2009 4 1 I SI 10 SG-326-S/C-016D (337- Azimuth) WELD fPSI-j 100 I 100 U UT-E-- MT, _ 7/4/2009 SG-326-Sfr-0 28 muth) fWELD PSI 00 1100 U2429 SG-326-S/T-003.0 (51, Azimuth) WELD ,PSI100 100 UT , 2 4 2OO 9 SG-326-UPIBLTNG BOLTING PSI- 100 VT-i 7/8/2009...-326-UPMLTN BOLTING PSI 100 VT-1 .., 7/8/2009.SP0021BMWELD WELD AU 0 ______-BM.- __ 11//2009 JIOý2WL WELD lX 1 100 VT-2 1 1/20/20 .1 0_SPOO63SWELD WELD Xi ,, .1_0__... _ _ _'r-2 j ___ 1/20/'201o0 SPOO64SWELD WELD jXI~i 100 V1=SPSE00O4SUPPORT jfSUPPORT xiG 100 1___T____IVT-3 ____I ___ /9/20 SPSE0005SUPPORT ISUPPORT 'PSI I100 -VT-3 l 5/i200 SPSE001I1SUPPORT SUPPORT IPSI I100 .1____ ____ -- ____ 1/8/2008 6/25/2009 6/24/2009 6/26/2009 8/24/2009 6/24/2009 6/24/2009 Acceptable RC-I RI.20- .A_ _able RC-003 R20 R-A iD-ISI- I I Acceptable RC-00 R.20 -A SD-lSI- R1.20 Accptbl RC-00 j- .0 -A 1D-ISI-Accetable RC-009 C2.21 R-_. t Acceptable RC-009 C2.21 C-A ,1D-ISI-Ac SRC-009 87.30 B-G-2 1D-ISl-Accep able RC-00 F17.30 B-G-2 1 iD-ISI- R1.11/R1.15/ !~ptabg__ Ifq BC00 15.150 A-A ID-ISI-Acceptable RC-005 R1.1i A -A .-Acceptable RC-005 RAl.1 1 A-A 1 D-ISI-Acceptable RC-005 R1.1 1 A-A*Accptable BS-001 F1 .20 F-A 1 D-ISI-A.cceqptable BS-001 LF1 .20 F-A 1D-ISI-.Acceptable 1,BS-001 IF1 .20 IF-A Enclosure 1, Tab 5, .Qstem Pressure Tests Page: I of 2 1.2.3.4.5.6.OWNER: Exelon Nuclear PLANT: Three Mile Island Nuclear Generating Stat PLANT UNIT: 1 OWNER CERTIFICATION OF AUTHORIZATION (if required): COMMERCIAL SERVICE DATE: 9/02/74 NATIONAL BOARD NUMBER FOR UNIT: Reactor Vesse ion, Route 441 South, Middletown, Pennsylvania NONE I N-109 CYCLE 17 AND OUTAGE T1R18 1DENTIICATRQN 2W80O13 RBSEWC CA VNDE4Mt-2 0/21EXAKQDATV S sur crEMARosK idenif 1300-6A R2080313 RB, IC, CA VT-2 04/21/23009 151 Minor surface corrosion identified on piping near valve RB-V-2A. No wall reduction observed. AR# A2222657 to clean and coat corroded area.1300-6F R2071183 SF VT-2 04/01/2009 ISl None OP-TM-211-261 R2112838 MU VT-2 01/09/2010 ISl Packing leak on MU-V-12 acceptable. OP-TM-211-251 R2109101 MU VT-2 09/20/2009 1 Packing leak on MU-V-64A acceptable OP-TM-211-251 R2111146 MU VT-2 10/26/2009 ISl None OP-TM-211-251 R2107715 MU VT-2 02/12/2008 ISI None OP-TM-211-251 R2108936 MU VT-2 08/31/2009 ISl Boron noted at valve MU-V-112 bonnet (acceptable). OP-TM-211-262 R2043724 MU VT-2 01/22/2010 ISI Packing leaks observed and acceptable. OP-TM-212-215 R2077941 DH VT-2 01/18/2010 is5 Acceptable. Minor mechanical joint leakage previously accepted.OP-TM-212-217 R2113091 DH VT-2 11/15/2009 ISI None OP-TM-212-218 R2113090 DH VT-2 11/15/2009 ISl None OP-TM-212-251 R2134679 DH VT-2 12/13/2009 is[ None OP-TM-212-251 R2092584 DH VT-2 11/04/2008 ISI None OP-TM-212-251 R2085475 DH VT-2 10/13/2008 ISI None OP-TM-212-261 R2043698 DH VT-2 01/20/2010 ISl None OP-TM-213-251 R2077789 CF VT-2 02/27/2009 ISI None OP-TM-213-252 R2077790 CF VT-2 02/27/2009 ISI None OP-TM-213-261 R2043696 CF VT-2 01/19/2010 ISI None OP-TM-213-261 R2043696 CF VT-2 01/21/2010 ISI None Enclosure 1, Tab 5, ....stem Pressure Tests Page: 2 of 2 1.2.3.4.5.6.OWNER: Exelon Nuclear PLANT: Three Mile Island Nuclear Generating Stat PLANT UNIT: 1 OWNER CERTIFICATION OF AUTHORIZATION (if required): COMMERCIAL SERVICE DATE: 9/02/74 NATIONAL BOARD NUMBER FOR UNIT: Reactor Vessel ion, Route 441 South, Middletown, Pennsylvania NONE I N-109 IDENTIFICAI MION Work.Order SYST.EM NDE, Method EaM DATE REMO ... REM ARKS .. ...OP-TM-213-262 R2043697 CF VT-2 01/21/2010 IS1 None OP-TM-214-253 R2107865 BS VT-2 07/15/2009 ISI None OP-TM-214-254 R2106713 BS VT-2 07/14/2009 IS1 None OP-TM-220-261 R2113285 RC, MU, DH, VT-2 01/20/2010 ISI No through wall leakage detected.CF Mechanical joint leakage addressed by noted Issue Reports and evaluated as acceptable. OP-TM-220-263 R2042978 RC VT-2 01/21/2010 1 IS None OP-TM-411-251 R2113489 MS, FW, EF VT-2 01/20/2010 1 IS None Enclosure

1. Tab 6 Conditions Noted and Corrective Actions Owner: Exelon Nuclear, 200 Exelon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: I Owner Certificate of Authorization:

NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N- 109 Page I of 2 (i Component / Surveillance Condition(s) Noted and Corrective Actions Identification Reactor building electrical The penetration condition is currently acceptable per IWE-penetration 202E is missing paint 3000 requirements. No reduction in material thickness was on the exterior side of the identified. Work action request A2240830 has been issued to penetration apply paint in the missing paint location.Minor rust/corrosion was The rust did not reduce the wall thickness of the component identified on reactor building and is acceptable per IWE-3000 requirements. Work action penetration 409 request A2236718 has been issued to apply paint in the missing paint location.Minor rust/corrosion was The rust did not reduce the wall thickness of the component identified on reactor building and is acceptable per IWE-3000 requirements. Work action penetration 410 request A2236719 has been issued to apply paint in the missing paint location.Minor rust/corrosion was The rust did not reduce the wall thickness of the component identified on reactor building and is acceptable per IWE-3000 requirements. Work action penetration 407 request A2236720 has been issued to apply paint in the missing paint location.Rust and coating failure present The rust did not reduce the wall thickness of the component on reactor building equipment and is acceptable per IWE-3000 requirements. The failed hatch coating was removed per work order C2022436. Future coating repairs are being tracked per Passport assignment 997631-04. Rust, corrosion, coating failures The rust noted was accepted per IWE-3000. Coating noted during reactor building conditions were evaluated and corrected per work order containment liner examinations C2022436. Previously identified and accepted containment liner corrosion at the basement moisture barrier region was restored to >90% nominal thickness under work order C2020603.Support EFOO 11 had a loose nut The loose nut was acceptable per ASME Code Case N-491-2.on one guide bolt. The nut was subsequently tightened and a post tightening VT-3 performed to verify acceptability. Constant supports EF0021, The condition was evaluated under issue report 997421. The EF0022, EF0023, EF0024, segment of emergency feedwater piping where these supports EF0025, and EF0026 travel are located was changed during steam generator replacement settings were out of tolerance under ECR 07-00638. This modification changed the line configuration slightly to eliminate interferences that prevented appropriate line movement.Nuclear Services River Water, Implemented Code Case N-513-2 during operating cycle and Reactor Building Emergency completed required code repairs prior to restart from Outage Cooling Water, and Decay Heat T1R18.River Water Systems II Enclosure 1, Tab 6 Conditions Noted and Corrective Actions Owner: Exelon Nuclear, 200 Exclon Way, Kennett Square, PA Plant: Three Mile Island Nuclear Generating Station, Route 441 South Middletown, PA Plant Unit: 1 Owner Certificate of Authorization: NA Commercial Service Date: September 2, 1974 National Board number for Unit: Reactor Vessel N-109 Page 2 of 2 Component / Surveillance Condition(s) Noted and Corrective Actions Identification Reactor Building Tendon Grease The lower end tendon end cap gaskets on nine tendons were Leakage replaced due to observed leakage and the tendons were re-greased. There was no change in previously observed grease seepage at vertical small cracks in the lower wall near the equipment hatch. This seepage has no structural significance and does not warrant re-greasing. 0)(_ TMI-10-033 April 21,2010 C ENCLOSURE 2 ( FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner ExeIon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address Date March 18. 2010 Sheet 1 of I Unit TMI-1 C2020536 and C2020537 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4. Identification of System 221 -REACTOR VESSEL 5. (a) Applicable Construction Code ASME Section I11 1965 Class A 1965 Edition, Summer 1967, Addenda, 1337-4 and 1337-5 Code Case (b) Applicable Edition of Section Xl Utilized for Repairs or Replacements 1995 through 1996 Q6.Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Board Replaced, or Stamped Component Manufacturer Serial No. Boa Identification Built Replaced, or Sm No. Replacement (Yes or Reactor Babcock &Vessel W Com y 620-0005-51 N-1 09 NA 1970 Repaired Yes L esl Wlo CompanyIIII I 7.8.Description of Work: Applied cladding to the inside surface of two core flood nozzle to safe end welds.Tests Conducted Hydrostatic El Pneumatic El Nominal Operating Pressure 0 Other [: Pressure 2176 psig Test Temp. 532 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 K-. FORM NIS-2 (Back)6 9. Remarks: claddinq to the inside surface of two core flood nozzle to safe end welds.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist _.14,..4z1,, ' Date March 18, 2010 Owner or Owners Designee, Title C, CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period -i-09 to I9 2-3 ./0 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Commissions PA. 4 N -543 -A. 3 .- -U.National Board, State, Province, and Endorsements ,g7Vnspd'cto?~s Sign~ature V/Date&s'WC'A --13 2010 N-, FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xi (1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Date March 19., 2010 Sheet 1 of 1 Unit TMI-1 C2022594 Repair Organization P.O. No., Job No., etc.Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square. PA Address Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4. Identification of System 211 -HPI/MAKEUP & PURIFICATION SYSTEM 5. (a) Applicable Construction Code B31.1 Edition, 1967, Addenda, NA- Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ci Name of Component Name of Manufacturer Manufacturer Serial No.National Board No.Other Identification Yr Built Repaired, Replaced, or Replacement ASME Code Stamped (Yes or No)NA NA NA NA NA NA NA No 7.8.Description of Work: Replaced one bonnet stud and two bonnet nuts on valve MU-V-1 12.Tests Conducted Hydrostatic E] Pneumatic [I Nominal Operating Pressure El Other [] Pressure ...159.. psig Test Temp. Ambient NOTE: Supplemental sheets in form ot lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information In items 1 through 6 on this report is included on each sheet, and (3) each sheet Is numbered and the number of sheets Is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 ( FORM NIS-2 (Back)9. Remarks: one bonnet stud and two bonnet nuts on valve MU-V-1 12.I Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist .).9 JL79A __ Date March 19, 2010 Owner or Owners Designee, Title (I-*CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 hae inspected the components described in this Owners Report during the period /2.-_,- cs7 td¶_e?...z.Z./ .and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owners Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. CommissionsPA 5 4 i. A/,-X.National Board, State, Province, and Endorsements C(.Anspector`6s~ignature Cf Date 3___ _ __9 201 -FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xi (1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Date January 21, 2010 Sheet 1 of 1 Unit TMI-1 3.Rt. 441 South, Middletown. PA. 17057 Address Work Performed by SGT Name 200 Exelon Way, Kennett Square. PA Address Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA For EOTSG 1002556-00001, UHL 00417645\. I 4. Identification of System NSSS See Attachment 1 for additional systems. WO's and applicable Codes, 5. (a) Applicable Construction Code ASME Section III, 2001 Edition , 03 Addenda, N-725 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Board Idniiain BitReplaced, or Stamped Component Manufacturer Serial No. oIdentification BuiltReplace t e No. Replacement (Yes or No)"A" Steam Generator Areva NP, Inc. GV/TM325 5 NA 2009 Replaced Yes"A" UHL Taylor Forge 0199-1A N/A NA 2009 Replaced Yes 7.8.Description of Work: 1 A Steam Generator Replacement Tests Conducted Hydrostatic [I Pneumatic []Nominal Operating Pressure 0 Other C] Pressure NOP (Ref. Section 91 psig Test Temp NOT NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C FORM NIS-2 (Back)9. Remarks: See Attachment 1 for systems and applicable Codes. Utilized Code Case N-416-3 f or pressure tests except for Blowdown System which received Section XI Hydrostatic Test at 1.25 Design Pressure.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Ngvratil/ISI Prooram Soecialistý,,"- L.,m Owner or Owner's Designee, Title Date 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of -and employed by. Hartford Steam Boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period lJ -- I -01 .to --/6 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. I Commissions /a//A >ýQ) /,4

• L . Inspector's Signature f National Board, State, Province, and Endorsements Date 20 10/, ,." ii n NIS-2 SGT EOTSG A & ASSOCIATED SYSTEMS REPLACEMENT ACTIVITIES TMI Unit 1 ATTACHMENT 1 System/Component Const Code R & R Code Description Emergency Feedwater B31. 1i967 ASME Sec. III WO# C2017971, WP# 3083A, Reinstallation of 6" EFW riser piping up to feed ring 2001 Ed/03 Add, per ECR-06-00709

& ECR 07-00638 in support of TMI- 1 EOTSG replacement Class 2 activities Reactor Coolant USAS B331.7, Feb USAS B31.7, Feb WO# C2018069, WO# C201807 1, WP# 3065C, 3065A, Replacement of 36 I.D. Hot 1968 Draft with June 1968 Draft with Leg riser piping and 28" I.D. Cold Leg elbow at primary outlet per ECR-06-00759 1968 Errata June 1968 Errata, in support of TMI- I EOTSG replacement activities Class I Feedwater B3 1.1 1967 ASME Sec. III WO# C20 17973, WP# 3085A, Replacement of 14" FW riser piping up to feed ring 2001 Ed/03 Add, per ECR-06-00709 in support of TMI- I1EOTSG replacement activities Class 2 Main Steam B31.1 1967 ASME Sec. III WO# C2017934, WP# 3080A, Replacement of 24" Main Steam elbows per ECR-2001 Ed/03 Add, 06-00708 in support of TMI- I EOTSG replacement activities Class 2 Blowdown B31.1 1967 B31.1 1967 WO# C2020047, WP# 3521A, Modify existing Hot Drain and SG Sampling system Class 2 to create an independent Steam Generator Blowdown system per ECR-07-00259 in support of TMI- I EOTSG replacement activities RCS Hot Leg USAS B31.7, Feb ASME Sec. III WO# C2017991, WP# 3527A & PIMS work activity C2018571 Items 33, 34, 35, Instrumentation 1968 Draft with June 2001 Ed/03 Add, 36, Replacement of existing W' & 1" Hot Leg Instrumentation lines and elbows per 1968 Errata Class I ECR-07T00576 & work activity C2018571 in support of TMI- I EOTSG replacement activities RCS High point Vent USAS B31.7, Feb ASME Sec. III WO# C2017989, WP# 3526A, Replacement of existing Hot Leg High Point Vent 1968 Draft with June 2001 Ed/03 Add, from 1" NPS nozzle extension to /2" NPS existing pipe in support of TMI- I EOTSG-1968 Errata Class 1 replacement activities EOTSG Secondary Drain B31.1 1967 ASME Sec. III WO# C2017925, WP# 3522A, Reinstallation of 1- 1/2" Secondary Drain piping from 2001 Ed/03 Add, EOTSG drain nozzle extension per ECR-07-00638 in support of TMI- I EOTSG Class 2 replacement activities. EOTSG Upper B31.1 1967 ASME Sec. III WO# C2017384, WP# 3524A, Reinstallation of 1- 1/2" Upper Tubesheet Vent Tubesheet Vent 2001 Ed/03 Add, piping between EOTSG nozzle and valves MS-V-23A per ECR-07-00638 in support Class 2 of TMI- I EOTSG replacement activities 23-9035001-001 Page 9 of 15 FORM N-1 CERTIFICATE HOLDERS' DATA REPORT FOR NUCLEAR VESSELS-As Required by the Provisions of the ASME Code, Section III, Division I Pa. 1 of 5 1 Manufactured and certified by AREVA NP. Inc. -3315 Old Forest Road, Lynchburg, VA 24501 (name rid address of N Certicate Hoahire 2. Manufactured for Exelon Generation, LLC -200 Exelon Way, Kennett Square, PA 19348 (name and address of P.r1chaar)

3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South, Middletown, PA 17057 (nane and address)4. Type Vertical Heat Exch. GV/rM325 N/A See Page 3 5 2009or" vel ) lank, lr.iarled.

heat x,) (ceat Holders$ satI no.) rcRN) (dranangs no.) d. No.) (Yea bWaal 5, ASME Code, Section III, Division 1: 2001 See Pg 3 2003 See Pg 3 Class 112 See Pg 3 N-725{odleno) (adoand (class) Icode Case no, Items 6- 10 Inclusive to be completed for single wall vessels, jackets of jacketed vessels, or shells of heat exchangers.

6. Shell: SA-508 G3C2 90 ksl 5.31 and 3.31 5.13 and 3.13 11 ft 8 In. 52 Ft. -1.38 in.nmal Spec. no.) yencils strenglh) (nom. thicknes (in.)] Imm. design thirckess fln.a t0ar tO (ft. in.)i Jlienl', (enieroa (it & in))7. Seams: N/A N/A N/A N/A Single Yes Full Four icoig.) 'j ') (RItT) (e11%) geth) (NT I (RT) (no. of 8. Heads: N/A NA N/A N/A lie) mall' r Oeec. nat (ltensle elreflsti lIb) mall. stpeO, 11o.1 (bondS Il Otleg~l)Location (top. Corrosion Crown Knuckle IItical Conical Hemispherical I Flat Side to Pressure bottom, ends) Thickness Altowance Radius Radius Ratio Apex Angle Radius Diameter (convex or concave)I() N/A,.If removable, bolts used N/A Other fastening N/A 1al.4 spec. no., s.0, quantity)

/deaCrrbe oritlaCh enear)9. Jacket closure: N/A (Describe as ages & wed, bar, etc. If bar. gve denerrmone, describe or sketch)10. Design pressure 2 1150 at max. temp. 605 .Min. pressure-test temp. 70 .Pneu., hydro., or comb, test pressure 1438 (pl) ("FtF) F1)Items 11 and f2 to be completed for tube sections.11. Tubesheels: SA-508 G3C2 (Page 3) 140" I.D. 24 in. mrin. Welded tstationary, matl. spec no) Idia. in. to press.)l) ticikneoss (anl)) failachienl (Welded. bolled)l N/A NIA N/A N/A (tloaling. marl spic. no) Id~a. 1n.11 (Ilninee in (altachMenlt)

12. Tubes: SB-163 Alloy 690 0.625 in. 0.0368 in. 15,597 Straight (malt. spec. no.) [oo 00[l) triCkos$s finchie or gagetl)) (no.) Itype (straq.t or U)l items 13 to 16 inclusive to be completed for inner chambers ofjacketed vessels, or channels of heat exchangers.

13. Shell: SA-508 G3C2 90 ksi N/A 8.0" 9' -11.06" 0' -9.733" qmat p. 'no (tensile straaing) nom. lhiclkr eas (wi.)) (nn deelitin aeinos (in.)J [die. 10 (1t & .)ll rengt (overallI (ft & n)I Single/14. Seams: N/A N/A N/A NIA Double Yes Full One each[long, 1welded. dbl.. singse)) [W (yes or nod o (RT) -elt.%) Igtrh) (HI (R-- (no. of courses)15. Heads: SA-508 G3C2 90 ksi SA-508 G3C2 90 ksi N/A N/A ti(a marat Spec. no.] itniile slrerglth/

Kb) ,ant spec. noI (lansile srehngd) [It) Mal Spec, no.) :leneail streng)Crown KnucKle Elliptical Conical Hemispherical Flat Side to Pressure Location Thickness Radius Radius Ratio Apex Angle Radius Diameter (convex or concave),a) Top,. -8.0" Min. ' " 65.63" Concave_b I , e Bottom 8.0" Mm. 60.88" Concave (c) Floating N/A if removable, bolts used N/A Other fastening N/A imal'l specý no., size. quantiy) (de.scrie or afta.N sktetch)16. Design pressure" 2500 at 650 .Min, pressure-test temp. 70 .Pneu., hydro., or comb. test pressure 3125 fps.) 'r) pFF [Psi)If postweld heat treated. 'List other internal or external pressure with coincident temperature when applicable. 'Supplemental Information in form of lsis, sketches, or drawings may be used provided (1) size is 8'/2 x 11. (2) information in items 1 through 4 on Ibis Data Report is Inc.lruded on each sheet, (3) each sheet is numbered and number of sheets is recorded at top of this form.Tnis form Ee00038) may be obtained from :he Order Dept., ASME, 22 Law Drive, Bex 2300. Fairfield. NJ 07007-2300, 23-9035001-001 Page 10 of 15 FORM N-1 (Back -Pg. 2 of 5)Certificate Holder's Serial No, GV/TM325 17. Nozzles, inspection and safety valve openings: Purpose How Reinforcement (inlet, outlet, drain, etc.) Quantity Dia. or Size Type Attached Mat'l Thickness Material Location Primary Inlet 1 36.13" I.D. N/A Integral SA-508 G3C2 3.25" Integral Top Head Primary Outlet 2 28.63" I.D. N/A Integral SA-508 G3C2 2.56" Integral Bottom Nd Steam Outlet 2 21.75" I.D. N/A Welded SA-508 G3C2 1.25" Integral Shell Primary Manway 1 16.0" I.D. Bit Coy Integral SA-508 G3C2 6.25" Integral Top Head Primary Manway 1 16.0" ID. Bit Coy Integral SA-508 G3C2 6.25" Integral Bottom Hd Secondary Manway 1 16.0" I.D. Bit Coy Welded SA-50 8 G3C2 5.0" Integral Shell (continued on page 4) ..... _ J (See Pg 3) .....1_18. Supports: Skirt: Lugs: L Other: Attached: Yes 48 N/A NIA Welded to Lower Head (Wel a no) (quanlity) (descnibe) (wilele and how)19. Remarks: 14" Sch. 80 Main Feedwater Header consists of two half-torus sections and includes (32) 3" Sch. 80 Risers -See page 5 6" Sch. 80 Emergency Feedwater Header includes (7) 3" Sch. 80 Risers -See page 5 N-2 Data Report for completed item attached. Performance of component hydrostatic pressure test and subsequent Code stamping conducted at NPT Certificate Holder's Shop location In Saint-Marcel, France. -NCA-8322(b) CERTIFICATION OF DESIGN Design specification certified by P. A. Opsal PE. State VA Reg. no. 014498 Design report certified by T.M. Wiger P..E. State CA Reg. no. M33816 CERTIFICATE OF SHOP COMPLIANCE We certify that the statements made In this report are correct and that this nuclear vessel conforms to the rules for construction of the ASME Code, Section III, Division 1.N Certificate of Authorization No. Expires Date Name Signed (N Carwcale Holdw) (aueionzed re-es-entah") CERTIFICATE OF SHOP INSPECTION I, the undersigned. holding a valid commission Issued by the National Board ol Boiler and Pressure Vessel Inspectors and the Sate or Province of and employed by of have inspected the component described in this Data Report on , and site that to the best of my knowledge and belief, the Certificate Holder has constructed this component in accordance with the ASME Code. Section III, Division i.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the component described in this Data Report. Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Date Signed Commissions (Authorzed NUCr, r Iaspectdo) (Natl. ed. (6W. andmrot nents) and Wale o pvo. and nu.)CERTIFICATE OF FIELD ASSEMBLY COMPLIANCE We certify that the statements on this report are correct and that the field assembly construction of all parts of this nuclear vessel conforms to the rules of construction of the ASME Code, Section III, Division 1.N Certificate of Authorization No. N-1650 Expires June 12, 2012j __..DD*Name AREVA NP Inc. Signed MJ "cne CERTIFICATE OF FIELD ASSEMBLY INSPECTION 1, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of ¢ ,O and employed by HARTFORD STEAM BOILER of CT of HARTFORD {CT) have compared the statements in this Data Report with the described component and state that parts referred to as data items ',,,}- .. ,not included in the certificate of shop inspection, have been inspected by me on , !74,14 and thaI to the best of my knowledge and belief the Certificate Holder has constructed and assembled this component in bcc dance with ASIE Code, Section III, Division 1.By signing this certificate neither the inspector nor 1s employer makes any warranty, expressed or implied, concerning the component described in this Data Report. Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected w 0 spection..L20cq Signed " Commissions IILS., A 9, l" 33_Auu jSl: Nucler InspeeVr) a r 23-9035001-001 Page 11 of 15 FORM N-1 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code, Section III, Division I Pg. 3 of 5 Certificate Holder's Serial No. GV/TM325 1. Manufactured and cerfted by AREVA NP, Inc. -.3315 Old Forest Road, Lynchburg, VA 24501 (name and addre" of N Cefrtzcale Ho.,)2. Manulaclured for Exelon Generation, LLC -200 Exelon Way, Kennelt Square, PA 19348 ,natil and addresa of Purchaw)3. Location of installation

4. Type Vertical (h O n,, j Line Item 4 Drawing No's Three Mile Island Nuclear Station Unit 1 -Route 441 South, Middletown, PA 17057 (naw-ea anT address)Heat Exch. GV/TM325 NIA See Page 3 5 2009 (lak, l aled, !Cod ..M ne l no,) (CRN) &armon. no.) oatl,. ad, no.; (-,aar tI(.I SUPPLEMENTAL INFORMATION Description 02-5056245E-005, TMI EOTSG Specification Drawing 02-5056246E-005, TMI EOTSG General Outline Drawing 02-5056247E-005, TMI EOTSG General Outline -Cross Sections Drawing 02°5056248E-009.

TMI EOTSG List of Material Drawing 02-5056249E-007, TMI EOTSG Shell Outline Drawing 02-5056252E-008, TMI EOTSG Primary Side Openings 02-5056253E-005, TMI EOTSG Secondary Openings Sections 02-5056254E-006, TMI EOTSG Upper Tubesheet Details 02-5056256E-004, TMI EOTSG Lower Tubesheet Details 02-5056260E-002, TMI EOTSG Lower Head Outlet Nozzle Details 02-5056264E-003, TMI EOTSG Drain, Temperature and Sensing Nozzles.02-5056267E-001, TMI EOTSG Longitudinal Section and Opening Sections 02-5056280E-003, TMI EOTSG SG-A Main Feedwater Assembly and Details 02-5056281F-003, TMI EOTSG MFW Header Additional Details 02-5056283E-003, TMI EOTSG Emergency Feedwater Header Assembly and Details 0 5 ASME Code ASME Code Section III, Division I, 2001 Edition with Addenda through 2003 for the complete Steam Generator excluding Alloy 690 tube bundle material.ASME Code Section III. 1998 Edition with Addenda through 2000 for Alloy 690 tube bundle material for procurement and design analysis.5 Addenda As noted above.5 Class Within the jurisdictional boundaries specified on Drawing 02-5056245: o The entire EOTSG primary side and secondary side pressure boundary are classified, designed, and fabricated in accordance with the ASME Code as a Class 1 Vessel., The Primary outlet elbows and extension pieces are Class I Piping." The integrally welded Support Skirt is a Class I Support." The Main Feedwater Header / Riser Assemblies are Class 2 Piping." The Emergency Feedwater Header / Riser Assembly is Class 2 Piping.The material specification number for these items is SA-508 Grade 3 Class 2.On pages 2 and 4, the material designated as SA-508 G3C2 Is Grade 3 Class 2.Lines 6, 11, 13 & 15 Lines 17 AREVA NP Inc. Datae 14'J Name AREVA NP Inc. Signed.;N- 04 Cwr.ficale 1-101,19 I" 1 ANI Date Name d Nuclear Inspeowl commissions A DtSZtD ,NmmA-/s, siHsI T.7/'Jall Eld (1w.1 en~ddrsenapsj and sia or prov a~f3 no) 23-9035001-001 Page 12 of 15.../FORM N-I CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code, Section iII, Division I _ Pg.4of 5 Certificate Holder's Serial No. GV/TM325 1. Manufactured and certified by AREVA NP, Inc. -3315 Old Forest Road, Lynchburg, VA 24501 (na.me end adreu of N Corillate Holdes)2. Manufactured for Exelon Generation, LLC -200 Exelon Way, Kennett Square, PA 19348 (narm and adrMU of PurChsw, e)3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South, Middletown, PA 11057 (narna and addreis)4. Type Vertical Heat Exch. GV/TM325 N/A See Page 3 5 2009 (hOng, Ort Vo I (tank, heOM O.) (Con. Holder s was no.) (CRN) (dravinqgs no,) iNal. 8G& no,) (year buti SUPPLEMENTAL INFORMATION Line Item Descrivtion 0)17. Nozzles, inspection and safety valve openings: Purpose Nominal How Reinforcement (inlet, outlet, drain, etc.) Quantity Dia. or Size Type Attached Mat'l Thickness Material Location Main Feedwater Nozzles 32 2.9' I.D. NIA Bolted with S13-564 0.3" Integral Shell..,_seal weld Alloy 690 Emergency FW Nozzles 7 2.9' I.D. N/A Bolted with SB-564 0.3' Integral Shell seal weld Alloy 690 Handholes 8 8.0" I.D. Boiled Integral SA508 G3C2 3.88' Integral Shell Cover I Primary Inspection Port 1 5.0" I.D. Bolted Integral SA508 G3C2 N/A Integral Top Head Cover Inspection Openings 9 3' I.D. Bolled Welded SA50 G3C2 3.25' Integral Thin Shell Cover Inspection Openings 8 3F I.D. Bolted Integral SAS08 G3C2 N/A. Integral Thick Cover Shell Vent Conn. 1 1.5' I.D N/A F.P Weld SA-105 0.57" Integral UpperTS Drain Conn. 2 1.5- I.D. N/A P.P. Weld SA-105 0.2" Integral Shell Temp. Sensing Conn. 2 1.4- O.D. N/A P.P. Weld SB-166 0.51" None Req'd Thin Shell_______________ _______Alloy 890 _ __Temp. Sensing Conn. 1 1.4" O.D. N/A P.P. Weld SB-166 0.51" Integral Thick_ Alloy 690 Shell Tubesheet Drain Conn. 4 1.94" I.D. N/A F.P Weld SA-105 0.435- Integral Lower TS Shroud Drain Conn. 2 0.98' 1.D. N/A P.P. Weld SA-105 0.18" Integral Shell Sensing Conn. Nozzle 6 2' O.D. N/A F.P Weld SA-105 0.483* Integral Shell UHL Sensing Conn. 2 096V I.D. N/A P.P. Weld SA-105 0.18' Integral Shell LHL Sensing Corn, 2 0.96" I.D. N/A P.P. Weld SA-105 0.18' Integral Shell ULL Sensing Conn. 2 0.96" I.D. N/A P.P. Weld SA-105 0.18" Integral Shell LLL Sensing Coon. 2 0.96- f.D. N/A P.P. Weld SA-105 0.18' Integral Shell AREVA NP Inc.Date-.-.- Name AREVA NP Inc. Signed iN C~dicaI, w~kwe)f,,llLq i l J" L/ANI Date Name I.A.lhIonzý lanpiosrto I <ff Commissions RLIS,,,NJ, Tý(Nall. I, 8d (ino erndarrnnlSfan 0 slate piop .and no) _3-gu35UOl-tU01 Page 13 of 15 FORM N-1 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code, Section III, Division I Pg. 5 of 5 Certificate Holder's Serial No, GV/TM325 1. Manufactured and certified by AREVA NP, Inc. -3315 Old Forest Road, Lynchburg, VA 24501 (Qaone aend address of n C..,iflcaa Howr)2. Manufactured for Exelon Generation, LIC -200 Exelon Way, Kennett Square, PA 19348 Inarrns and xadress of Piiimhawst)

3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South. Middletown, PA 17057 Mnanna and address)4. Type Vertical Heat Exch. GVITM325 NiA See Page 3 5 2'009O .) (r'k, iosfnd. heas eý.) (Car. Holdes sanal M.o) (CRN) fdrarangs na,) {fall 8d. no) ,year I, SUPPLEMENTAL INFORMATION Line Item 19. Remarks: Description Main Feedwater Header Parts: Materials; o 14" Sch. 80 MFW Header pipe and cap, Riser branch conn., Tee conn., Inspection Port o Riser pipe inspection port, plug, 4" x 3" Reducer and 3" Sch. 80 LR Elbows o 3" Sch. 80 Riser pipe o 14" Dia. x 3" long Safe End at Header Inlet 3" Inspection Port Cover Emergency Feedwater Header Parts: SA-182 F22 Class 3 SB-564 Alloy 690 SB-167 Alloy 690 SA-105 SA-533 Gr. B Class 2 Materials; SA-182 F22 Class 3 SA-1 82 F22 Class 3 SB-167 Alloy 690 SB-564 Alloy 690 SA-105 a 6" Sch. 80 EFW Header pipe, 6" Sch. 80 LR Elbow, Spool Piece, Riser branch conn.6" -900# Weld Neck Flange and Blind Flange 3" Sch. 80 Riser pipe, 4" Sch. 40 Inlet pipe 3" Sch. 80 LR Elbows 6" Sch. 80 x 3" long Safe End at Header Inlet All ferritic steel surfaces exposed to primary reactor coolant are clad. Primary heads are Internally clad with type 308L stainless steel; the primary face of tubesheets are clad with UNS number N06052.Hydrostatic Testing As permitted by NB-3226, up to 10 cycles of hydrostatic tests may be excluded from the SG component fatigue analysis.

For compliance with that requirement, the actual test cycles used were as follows: , 1 cycle -Primary Side Hydrostatic test a 2 cycles -Secondary Side Hydrostatic test AREVA NP Inc.Date J LZ-M Name AREVA NP Inc.<Z( , -N Certifi¢.ae Holder)Signed zc-Commissions 1192L ,A" L ,W/2-3 fNal' 134. (end, endorsnnannsand state cop ov ind no)ANI _ q Name--r I --/ -(A,,:nnnzp Oar Iflr~p.ClOr( 01 0009 FORM N-2 CERTIFICATE HOLDERS' DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES As Required by the Provisions of the ASME Code Section III Not to Exceed One Days Production Pg.1 of 11 Certificate Holder's Data R rport Refl: BUER"M/NGVO325 rev A 1. Manufactured and certified by AREVA NP UsIne de Chalon/Saint Marcel (Name and address of Certificate Holder)il'll jl -.%I WMRarnl -iar nuutu E--rnl4alra NIKI -z "l, N .1 ! H iAM 1NI- {PflAV -II-OANGI-2. Manufactured for AREVA NP, Inc (Name 8aM address of Purchase$3315 Old Forest Road -Lynchburg, VA 24501)3. Location of Installation Three Mile Island Nuclear Station Unit I -Route 441 South. Middletown. PA 17057USA 4. Type (See supplementary shreets) N/A 2009 (drawing no.) (mall spec no.) (tensile strength) (CRN) (year buill)5. ASME Code, Section III, Division 2001 Addenda through 2003 1&2 (see supp sheets) N-725 (edition) (addenda) (Class) (code case no.)6. Fabricated in accordance with Const. Spec. (Dlv 2 only) .N/A Revision -Date (no.)7. Remarks:-Class 1 : p.imary and secondary sides ci.-Class 2: Main feedwater and Emergancyfeedwater headers and rtsers 8. Non. Thickness (in.) (See supplementary sheets) Min. des thickness (in.) (See sup Dta. ID (ft & in.) (See SuPplementary sheets) -Length overall (ft & in.) 52 Ft 9. When applicable, Certificate Holders' Data Reports are attached for each item an this report: plementary sheets).-1.38 in.Part or Appurtenance National Part or Appurtenance National Serial Number Board No. Senal Number Board No.in Numerical Order in Numerical Order 1. GVTMM325 NIA))10. Design Pressure (See supplementary sheets) psig HYdro.Test Pressure @ Temp (See supplementary sheets)Temp. (See supplementary sheets) Deg. F

1 01. 00 0 FORM N-2 (Back -Pg 2 of 11)Certificate Holders' Serial Nos GVT"M325 Certificate Holdeks Data Repeo Ret: BUERTM/NGV0325 rev A CERTIFICATION OF DESIGN Design Specifications Certified by PHILIP A. OPSAL P.E. State VA Reg. No. 014498 Design Report Certified by T.M WIGER P.E. State CA Reg. No. M33816 CERTIFICATE OF COMPUANCE We Certity that the statements made in this report are correct and that this (these) STEAM GENERATORconforms to the rules of construction of the ASME Code, Section III Division 1 NPT Certification of Authorization No. N-2772 Expires: -. Jan.29,2012 Date J4iAL Name AREVA NP Signed Lki # .CERTIFICATE OF INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province or .OJ L(L. and employed by _ C , .T Q1 Th ave inspected these items described in this Data Report on and stale that to the best of my knowledge and belief, the Certificate Holder has fabricated these parts or) Appurtenances In acordance with the ASME Code, Section III, Division 1. Each Part has been authorized fr stamping on the date shown above.By signing this certificate, neither the Inspector nor his Employer makes any warranty expressed or implied) concerning the equipment described In this Data Report Furthermore, neither the Inspector nor his Employer shall be liable for any personal injury or property damage or loss of any kind arising from or connected with this inspection.

Date N2 s(t Signed' commissions 11ds) Sat N. 01an io.(&&eJZ-r ~clar I~pec~r) (Net'l Board Gfntism, Slate or Prov. and nio.)Q. S0 0011 CERTIFICATE HOLDERS DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos. GVLTM 325 Pg. 3 of 11 Ceitilcate HOWdes Data Report R1e: BUERTMNGV0325 rev A 1. Manufactured and certified by AREVA NP -Usine de Chalon/St Marcel (Name and address of NPT Certificate Hi P.P A 1 Ci Aw, .I 11"4,q (1-'UAK f'M gi rD C ('A.,. 1) '5 ("'2. Manufactured for AREVA NP. Inc.(Name and address of Purchaser) 3315 Old Forest Road. Lvachbumu. VA 2_4501 3. Location of Installation Three Mile Island Nuclear Station Unit I (Name and address)441 South. Middletown. PA 17057, -USA IteM 4 List of drawings Drawing Number' .Title 02-5056245E-005 TIMI EOTSG Specification Drawing 02-5056246E-005 TMI EOTSG General Outline Drawing 02-5056247E-005 TMI EOTSG General Outline -Cross section Drawing 02-5056248E-009 TMI EOTSG List of Material Drawing 02-5056249E-007 TMI EOTSG Shell Outline Drawing 02-5056252E-008 TMI EOTSG Primary side Openings 02-5056253E-005 TMI EOTSG Secondary Openings sections 02-5056254E-006 TMI EOTSG Upper Tubesheet Details 02-5056256E-004 TMI EOTSG Lower Tubesheet Details 02-5056260E-002 TMI EOTSG Lower Head Outlet Nozzle Details 02-5056264E-003 TMI EOTSG Drain, Temperature and Sensing Nozzles 02-5056267E-001 TMI EOTSG Longitudnnal Section and Opening Sections 02-5056280E-003 TMI EOTSG SG-A Main feedwater Assembly and Details 02-5056281 F-003 TMI EOTSG MFW Header additional Details 02-5056283E-003 TMI EOTSG Emergency feedwater Header Assembly and Details)AREVA NP SAS Dat9_3UljtI~tName ARE VA NP Signed.L W~ f I ...lsrtcadite Hoder) (AL~torized reprhsemW"T-~ ANI Date7NMName Commissions Q52.A-, 1 1~?(ALMOdi 5 r, lWýto) (Manl Soard Onri En~omsmantl, Ind State ow Pnw. anA No.) te-Dtocumfenlt," 0f 0019 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders! Serial Nos. GM 325 Pg. 4 of 11 Certificate Holders Data Report Ret: BUERTMWNGV0325 rev A)0 1. Manufactured and certified by AREVA NP -Usine de Chalori/St Mar.el (Name and address of NPT Certificate Holder)BP 40001 St Ma-cel- 71328 CHALON SUR SAONIE Cedex -France 2. Manufactured for AREVA NP. Inc.(Name and address of Purchaser) 3315 Old Forest Road. Lvnchbu=. VA 24501 3. Location of installation Thres Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Middletown. PA 17057 -USA Item 5 ASME Code ASME Code Section III, Division 1, 2001 Edition with Addenda through 2003 for the complete steam generator excluding Alloy 690 tube bundle material.ASME Code section II, 1998 Edition with Addenda through 2000 for alloy 690 tube bundle material for procurement and design analysis.Within the jurisdlctlonal boundaries specified on drawing 02-0506245: -The entire EOTSG primary side and secondary side pressure boundary are classified, designed, and fabricated in accordance with the ASME Code as a Class I Vessel.-The primary outlet elbows and extension pieces are Class 1 Piping.-The integrally welded support skir is a Class 1 Support..The main Feedwater Header/Riser Assemblies are Class 2 Piping.-The Emergency Feedwater Header/Riser Assembly is Class 2 Piping AREVANP8AS Date314 Naime AREVA NP Signed P Lk_,--(Certificate Holder) (Authorized represan a ANI Date Name ,,,"f/ Commissons H 14 52 , k& -N, OH 19 ., .ANI ' IInspetor) (Narl Board (Ind. EndoAementq) anl Stale or Prov. and No1 7No.)( 00t Aý 91 I~~0 1 00103 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos. GVfrM 325 Pg. 5 of 11 Certificate Holders Data Repot Ref : BUERTM/NGVO35 rev A 1. Manufactured and certified by AREVA NP -Usine de ChalonSLMa=cel .(Name and address of NPT Certficate Holder)BP 40001 St Marcel -71328 CHALON SUR SAONE Cedex -France 2. Manufactured for ADVVANP W.V-)(Name and address of Purchaseri 3315 Old Forest Roa& L)ichbura, VA 24501 3. Location of Installation Three Mile Island Nuclear Station Unit 1 (Name and address)Route 441 South. MNddletown, EA 17057 -USA Items 4 and 8 Tensile Part,.,.strength W n 'Norm. Min.design Nom. Dia. ID (ksi at 70"F) thickness.(In.) thickness (in.) (in.)______ _ (note a) ... .Upper shell SA-508 Gr3 cl 2 5.31- (note b) 5.13' 140.00 3.31" (note 0) 3.131 4.0 3.31" (note d) 3.13" Nozzle shell SA-508 Gr3 cl 2 5.31" (note e) 5.13" 140.00O 3.31 "(notef ) 3.13", intemedlate' SA-508 Gr3 cl 2 3.31" 3.13" 140.00" shell________ Lower shell SA-508 Gr3 ci 2 3.31" (note g) 3.13" 140.00*.... 5.31" (note h) 5.13" Lowerhead SA-508 Gr3 cl 2 90 ksi 8.12, 8. R=65.63'Lower. 8.03" (flat bottom) (note I)Upper head SA-508 Gr3 cl 2 8.07" 8" o=60t88'Lowerand SA0119.06" (notes upper tubesheet SA-508 Gr3 ci 2 24" (note i) 24" (note I) i and j)140" (note k)Lower and upper tubesheet SA-508 Gr3 cl 2 N/A 119.06* (note I)extension (ring) S ,-163 II- --SB-163 Tube bundle I Alloy 690 85 ksi 0.0368" 0.0340" 0.5514" a: Tensile strength Su from ASME Code. Section II, Appendix 1, tables b: Top end (tubesheet side)c : Bottom end (Nozzle shell side)d Top end (Upper shell sie)a: Middle S: Bottom end (intermediate shed side)g: Top end (Intermedate shedl side)h : Bottom end (Tubesheat side)1: Under cladding I: Head side k: Shell side ARY N A Dalete li% I&e.AName AREVA NP -Signed Ia" dL P.# (Certificate Hokler) (Authorized ANM DatefJj.Ne _ Comrissions I L62. A-N I q l 1- , If (Autl ar hnspector) (Narleoard (Ind. Endorsq6onta), and or Prov. and No.1)( 01 0014 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Seral Nos. G... M 325 Pg. 6 of 11 Cerit&ate Holders Oata Report Ref: tev A 1. Manufactured and certified by AREVA NP -Usine de halonlSt Marcel (Name and address of NPT Certcfats H~~i BAn Aflfl St mir*'a. ..711 ir CIAI CbQ ~fRaSAnf~rn A-_1 2. Manufactured for AREVA NP. Inc.(Name and address of Purchased 3315 Old Forest Road. Lvnchburf, VA 24501 Mh)0I 3. Location of installation Thmee Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Middletown, PA 17057 -USA Items 4 and 8 Tensile Part M al. Spec. no. strength " Nom.. Min.deslgn Nom. Da 1 ID (in.)Pp (ksiat'70OF) thickness (in.) thickness (in.), (note a)Primary inlet 3.25" (note b)nozzle SA-508 Gr3 cd 2 3.50" (note C) 3.25" 36.13" (note e)extension 5.25" (note d)Primary Inlet SA-508 Gr3 cl 2 5.25" 5.25" 46.51" (note e)nozzle Primary SA-508 Gr3 ci 2 N/A N/A 16.50" (note e)manway Primary p SA-508 GrB d 2 90 ksl N/A N/A 5.50" (note e)Secondary SA-508 G03 ci 2 4.9-r 2.14" 16.00" manway ........Secondary inspection port SA-508 Gr3 ci 2 3.25" 2.78" 3.00" welded Handhole SA-508 Gr3 cl 2 3.875" 1.58" 8.00" Steam outlet SA-508 Gr3 cl 2 3.66" 3.66" 21.75" nozzle Steam outlet SA- 105 70 ksl 1.25' 1,25' 21.75" nozzle safe end S. .2 Primary outlet SA-508 Gr3 cl 2 90 ksl 4.31" (note Q) 1.51" 28.63'nozzle 1,_ 2.56" (note g) I a: Tensile strength Su from ASME Code, Section ill, Appendix 1, tables b : Top end (pipe side)c: Middle d: Bottom end (Primary inlet nozzle side)e: Under cladding f Top end (Head side)g Bottom end (extension side))AREVANPAS Date,5j.I1 "U_ Name AREVANP Signed JAlJCg.. P I (Certicate Holder) (Autrized repres ANI Date 7 Name 4/ý .commissions 52 5.2.A-A .V A i1!9.Autfta Impector) [Nerl 6owd (Inc. Endomaftntsj. and Eate 6( Proy and Not) e~ontrolle Docu mefltvAc 01 00)15 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Senal Nos. -GTM 3g5 Pg. 7 of 11 Certificate Holer's Data Repot Ref: SJERTM/NGV0325 ra, A)C 1. Manufactured and certified by AREVA NP -Usile de Clialon/St Marl (Name and at NPT Certificate Holder) BP 4000I St Marcel- 71328 CHALON SUR SAONE Cedx -France 2. Manufactured for .MEVA IPV. Inc.(Name and address of Purchase,) 3315 Old Forest Road. Lvnchbro. VA 24501 3. Location of Installation Three Mile Island Nuclear Station Unit I (Name and address)Route 441 South, Middletown. PA 17057 -USA Items 4 and 8 Tensile strength, Nomu-t.alcknes Mlwn.deslgn Part .Mail. Spec. no. s (.n.) tk thickness Nom. Ofai I0.(in.),___ _.. ...__ ,(note a). (In.)Primary outlet SA-508 Gr3 ci 2 2.50' (note b)nozzle extension -90 ksl 3.375' (note c) 2.50' 28.75'Primary outlet SA-508 Gr3 cl 2 3.375" (note d) 3.63" 28.75'nozzle elbow ....._3.625' (note e) 28.25" Nozzles for main and emergency SB-564 Alloy 85 ksl 0.3" 0.300 2.9'feedwaters 690 (quantity 32+7) .. .. ....... .Secondary inspection port SA-508 Gr3 cl 2 90 ksi NIA N/A 3.00'(integral) _Drain connection S 0.67' (note 0.4' 1.94'nozzle 0.435' (note g)Upper and lower 70 ksi low level sensing SA-105 0.18O 0.186 0.96'connection I Temperature S A 85 0.51 '(note h)sensing S 69 0.4625' (note 1) 0.51' 0.38" (note h)sconnetion 690 0.31' (note D) 0.25___(notei) a: Tensile strength Su from ASME Code, Section It1, Appendix 1, tables b : Top end (nozzle side)c: Bottom end (elbow side)d : Top end (Extension side)e: Bottom end (pipe side)f: Tubesheet side g: Pipe side h: Shell side I : Shroud side end radial thickness 1: shroud side end thickness A Date'aiVt. "IMI Name AREVANP Signed IANkl P, I (Certificate Holder) (Authorized representA1Q6Fi-ANI Date U&"lame .Commissions 1l1Y10.A -t.Q1L,/0 .1- (Au'torze N inspector) iNet! Board 0W. arnd aft or 'rov .a-N .I) 0f 0016 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Hoaders' Serial Nos. jM3 Pg. 8 of 11 Centflcate Holders Data Report Ref: BUERTM/N V0025 rev A 1. Manulactured and certilled by AREVA NP -Usine de Chaloni/St Mace!(Name and address of NPT Cerllficale Holder)RP 40001 St Marcel -713t 37 --HALON S411R SAONF. ('pit -r-j 2. Manufactured for ARUVANP 1i.(Name and address of Ptuchasei 3315 Old Fores Road. Lynctlburs VA 24501: It-a. LwItoIIUInI ,,,oauan mfuss Uu~z spaimi 1umdropmanum IJII (Name and address)Route 441 South. Middletown. PA 17057 -UJSA C Items 4 and 8 Tensile, strength Nora. Mitt.design-Part. mati.-Spec. no. (o. Mr~ein, Nomn. Di6. ID (in.)(ksl at 700F) thickness (in.) thickness (In.)___ _._.(note a) _ _.....Sensing SA-105 W N/A 0.96" connection ,_ _ 0.36' (note b)Sensing SA-105 0.483' 0.48" 1.673" connection nozzle ,.Upper shroud SA-105 70 ksi 0.20- (note C) 0.20" 1.50" drain connection 0.40' (note d)Vent and high 0 (.5 level nitrogen SA-105 0.565' (note e) 0.36' 1.50" purge connection 0.355' (notec)a: Tensile strength Su from ASME Code, Section 1l1. Appendix 1, tables b : Bbttom end with sensing connection nozzle welded (Shell side)a: Pipe side d: Shell side e: Tubesheet side/ABEVA NP SAS Datelbij=_,1j'Name AREVA NP Signed LA ;a 0-_I- (Ceificate Holder) 6W Date f Name LLJI Commissions ]_.S.2 A- 1iý0 O/- 19".(AuahadrtWlnsp~cton) N'SI owd (Incd. EndormsAn), and or Prov,-and No . Controltect7.. oCuiil~ W 0! 0017 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos.- GVfM 325 Pg. 9 of 11 Certificate Holders Data Report Ref: BUERTM/NGV0325 rev A 1. Manufactured and certified by AREVA NP -Usinede ChaJo06St Marcel (Name and address of NPT Certificate Holder)BP 40001 St Marcel- 71328 CHALON SUR SAONE Cedex -Fmace 2. Manufactured for AREVA NP. Inc.(Name end address of Purchaser) 13 1' 1% PAA et Rn~d I .vnhh.o, VA )C 3. Location of installation Thee Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Middletown, PA 17057- USA Items 4 and 8 -Main Feedwaters accessorles Tensile.strength.. Norm Min.deslgn Part Matt. Spec, no. (ksi at. omnekNonn. Dia. ItD (in.)70F thickness (in..) thickness (in;)(note a), 14.00 sch 80 pipe_ SA-182 F22 CI 3 0.75o 0.66 12"50'Caps 14" sch 80 SA-182 F22 C1 3 0.75" 0.70' 12.50'Tee connection SA-182 F22 C0 3 1.00' rmin 1.00" 12.40" Inspection ports SA-182 F22 Cl 3 75k 1.00 min 1.00' 12.40°Header riser 0 ( )branch SA-182 F22 CI 3 0.3' (note b) 0.28" 2.90" connection 0.8' (note c)Riser pipe 3.00" SB-167 Alloy 690 15 0.3' 0.26' 2.90'sch 80 Riser pipe Inspection port SB-564 Alloy 690 1.501 0.38" 0.86"00 plug Riser pipe SB-564 Alloy 690 85 0.30'min 0.26, 290, inspection port 0._"rn0. _ 2.90" Elbow 90* 3.00" 5B-564 Alloy 690 0.3' N/A 2.90'sch 80 1 1 Inspection port SA-533 GrB C12 90 2.25" N/A 9,75" OD cover I I Safe end SA-105 _ 70 0.75' 0.66' 12.50'a: Tensile strength Su from ASME Code, Section il1, Appendix 1, tables b: MFW riser side c: MFW header side AREVA NP SAS Datel39_L2L-.2. Name ARE VA NP Signed L wi.A ',2 ,-(Certtficate Holder) (Authoried represe, t .ANI Date~hLi Name ýU z Commissions 14 Y9- sA-, .1 / 9-1 V AtozdN cV1;psetor) [Nsfl Board (InoI. Endoess~nts). en SJfite or Prow. and No.1 (.0 1 0018 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos. GVWTM 325 Pg. 10 of 11 Cewitcate Holders Oata Report Slet: BUERTMINGV0325 rev A 1. Manufactured and certified by AREVA NP -Usiee de Chalon/S Marcel (Name and address of NPT Cetificatel Holder)BP 40001 St Marcel -71328 CHALON SUR SAONE Cedex -Frangl 2. Manufactured for ADIVVA NK In, (Name and address of Purchaser) 3315 Old Forest Road. LvnchbuM, VA 24501 3. Location of installation Tb Mile IslandNuclear Station Unit I (Name and address)Route 441 Souft. Middletown, PA 17057 -USA)Items 4 and 8 -Emergencv Feedwaters accessories Tensile strength Part Mall. Spec. no. (ksj at. " Nom Min.desIgn Nom. Dla. ID (in.)thickness (In.) thickness (In.)___________ _ '(note a) _ _- ___6" sch 80 pipe SA-182 F22 rI3 0.43' 0(38' 5.76'Header to riser 75 0.30' (note b)branch SA-1 82 F22 013 0.300 2.90(connection ...._0.80" (note c)3' sch 80 riser SB-167 Alloy 690 0.3' 0.26' 2.90" pipe .85 Elbow 3' sch 80 SB-564 Alloy 690 0.3' N/A 2.90'6" blind flange SA-182 F22 C13 2.20' N/A 15.00' OD 6' weld neck SA-182 F22 C13 75 0.432' N/A 5.76" flange ........6.00' sch 80 pipe SA-1 82 F22 C43 0.43' N/A 5.76'elbow 6' sch 80 pipe SA-105 70 0.43T N/A 5,76'safe end 3' Ig I I a: Tensile strength Su from ASME Code. Section III. Appendix 1, tables b : EFW rser side c: EFW header side AREVANPSAS Name ARE VA NP Signed L (Certificate Holder) (Auhoftzed represi%&Gejj ANI DateLU-9.Name Commissions 1.--7II- (Autho*1zbEiospe~Ar) INart eoard (65. En*dtOsI), anStato or Pov and No-))/, .,Contrott e.-Document ' ,.01 00119 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders Serial Nos. -GV.TM 325 Pg. 11 of 11 Caidifcle Hokidfs Data Report Ref: BUERTMINGV O25 rev A 1. Manufactured and certified by AREVA NP -Using de ChaloW&St Marcel (Name and address of NPT Certificate Holder)FItDAnA 4Z NA.l-1 71119 ('UAI fil% QTlD cAAMTG ('-,t!2. Manufactured for AREVA NP, Inc.(Name and address of Purdchser) 3315 Old Forst Road. Lvnchburg, VA 24501 3. LOcation of instafation Three Mile Island Nuclear Station Unit I (Name and address)Route 441 Sout. Middletown. PA 17057 -USA)Item 10 0 Steam generator primary side I Steam. generator secondary side Design. pressure (psig) 2500 1150 Temp (OF). -.650 605 Hydro test pressure (psig) 3125 1438 Min. Temp. hydr test (F) 70 70)k AREVANP SA5 Dateyk3nlName AREVA NP Signed LAI .9 P/ / A (Certiflcate Holder) (Authorzed reprVWftf9F ANI Date' 4Name < Commissions if , A- , O/ I t (Ataiao~uetr) [Narl Board (M.~ E,~a~mdo l 6s ftal, or Prev, and Naj Q.. (FORM NPP-1 CERTIFICATE HOLDER'S DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES' As Required by the Provisions of the ASME Code, Section III, Division 1..P. of 2 1. Fabricated and cedfed by TAYLOR FORGE ENGINEERED SYSTEMS, INC 9 208 N. IRON STREET

• PAOLA KANSAS 66071 (nume awd dSu 0iTiP Cwft"el 2. Fabdcated for AREVA NP, INC., a 155 MILL RIDGE ROAD
• LYNCHBURG, VA 24502 VMwid SOM frn ft~domr)3. Location of THREE MILE ISLAND, UNIT I
• RT 441 SOUTH
• MIODLETOWN, PA 17057 QWnamfewan 4. Type: 0199-IA __0199-01-D12Z Rev. I -2009 (Ceima ~Ikms WNW no) (WPNw (i ot) otaion m 01) farawbW 5. ASME Code, Section III, Division 1: 2001 2003 Class 1 2142-2 teal-s) tuI d"~ (d"w (Wed Cue no4 6. Shop hydrostatic test 3125 psg Minimum 13400 psig Maximum at 70' F. Minimum 1100" F. Maximum (it pertfoed)7. Description of pipirg 3- 11 Ovelaid Upper Ho Le89 A -ambl. 18( Elbow [(4- M' 16-70 Modified to SA234-WPC S7 & S9; AN DpeS SA-106C; (2) Pressure Tap Nozzles=SA-105, (3) RTE Mourtfg Bosses Wit RTD Weldable Thermowells=SB-166 UNS N06690, cow t Remim)B. Certificate Holder's Data Reports property identified and signed by commissioned inspectors have been furnished for the following Items of this report Vent and Pressure Tap Nozzle Forgigs -Part Number EG8022796-001, S/N's 01, 03 04,05,06,07,08, and Flow Meter Nozzle Forgings -Part Number EG8O22801

-001, SN's 01, 02,.03 and 04 9. Remarks (1) Vent Nozze=SA-105; (2) Flow Meter Nozzles=SA-105, (8) Impulse Nozzles & (2) Flow Meter Rings=SB-166 UNS N06690; (2) Flow Meter.( ", (3) Vent and Pressure Tap Safe Ends-SA-182-F316; Ufldng Lug and Insulation Support Lus=SA-516-70 CERTIFICATE OF SHOP COMPLIANCE We certify that the statements made in this report are correct and that the fabrication of the described piping subassembly conforms to the rules for construction of the ASME Code, Section Ill, Division 1.NPT Certificate of Authorization No. N.-1937 Expires Noven 25. 2010 Date_____________ Name Taylor For e Engineered Systems Inc. Signed 4 " OT Ceilkia Itnl.4M CERTIFICATE OF SHOP INSPECTION I, the undersigned, holding a valid commission issued by the Nalional Board of Boiler and Pressure Vessel Inspectors and the State or Province of Kasans and employed by ..HS CT of Hartford, CT have inspected the piping subassembly described in this Data Report on 6 -7 7./0 and state that to the best of my knowledge and belief, the Certificate Holder has fabricated this piping subassembly in accordance with the ASME Code, Section III, Division 1.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the piping subassembly described in this Data Report. Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injury or property damage or aloss of any kind arising from or con" wt inspection. ,< /~ r Date~t/4 Signed Commissions NI(1 //5 j:W A 45 A) 7 AlS' Supplemenlal information in Ihe form of lists, skwd!1. or drawings may be used provided. (1) size is 8 , x 1i; (2) information in items I through 4 on this Data Report is included on each sheet; and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.(09106)23-9124138-001 676of 180 ........ (FORM NPP-1 (Back -Pg. 2 of 2 )Certficate Holders Sedal No. 0199-IA 3. Descipdon of Neld fabkcaion 1. Pneu.. kytyr. or comb6 teSM peMn at temp.(f pedrf ed)ci CERlIRCATEOF FIELD FABRICATIMICOMPIJANC We cedf that the statements made in this repoit are correct and that the field fabrication of the described piping subassembly conforms with te nres for consucton of the AS. E Code, Section II. DOhion 1.NPT Cratfce of Autouzaft No. Ep*Mes CERnFICANEOF RB.D FAmeICA11Ofm ff te umwhigne, hbeitg a vaN oommsie issued by the t Board of Dolor and Pressure Vessellkiqumuandthe StOrPt rot and employed by________ of he exxmue th statniab in D O Rqemt il the rtesafied pe*aand statea t refeOd toas daaem. not sed i_ t_ _ C____ o Shop_liew been inqxctd by me on and OWa to the bead of my lolowieg and beie the Ceutkate Hakim hes abictdls poý ~ahaumt*l in aenm d Ance Owth ASME Code, Sedanm Ilk. Dvision 1..Dy signig ts certfcate nefw the nor hIs employe makes any wafranty, epressed or p4d, concerni ft pV subassin*.det d in td aM Rqior Furthemo, neitr the 110 pec nor his emploer shid be &abWa ih any ameror any PNal kfw or prO e dMageux a 1=8s of any MWd arisi from of conectd wit this bupectiri Fla0 ____________________ _________________________________________ puwpct I I Iw~ 4a termamj (09" 23-9124138-001 677 of 1803 9 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl Owner Exelon Nuclear-Name 200 Exelon Way, Kennett Square. PA Address Date January 21. 2010 Sheet 1 of 1 Unit TMI-1 2. Plant ThreeaMileIsland GeneratinfgStationl 3.Name Rt. 441 South, Middletown, PA, 17057 Address Work Performed by SGT Name 200 Exelon Way, Kennett Square. PA lAddress Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA For EOTSG 1002556-00001, UHL 00417645 4. Identification of System NSSS See Attachment 1 for additional svstems; WO's and aoplicable Codes.5. (a) Applicable Construction Code ASME Section III, 2001 Edition , 03 Addenda, N-725 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 0 6.Identification of Components Repaired or Replaced and Replacement Components. ASME National Ote rJRepaired, Code Name of Name of -Manufacturer Noal Other Yr Repaied, od Board Replaced, or Stamped Component Manufacturer Serial No. No. Identifiction Built Replaced, (Yestme No)"BG Steam Areva NP, Inc GV/TM326 6 NA 2009 Replaced Yes Generator"B7 UHL "Taylor Forge 0199-1B N/A NA 2009 *Replaced Yes 7.8.Description of Work: Tests Conducted 1 IB Steam Generator Replacement Hydrostatic LI Pneumatic

]Nominal Operating Pressure 0.Other L- Pressure NOP (Ref. Section 9) psig Test Temp NOT NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size .is 8 1/1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (EO0030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 i C.C)Q FORM NIS-2 (Back)9. Remarks: See Attachment 1 for systems and agplicable Codes. Utilized Code Case N-416-3 for pressure Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist Date 7 1I_.. , Zi//9 Owner or Owner's Designee, Title i -CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of -a employed by. Hartford Steam Boiler I & I Co of CT of nd Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period ,/' -/2- C' to 3 --- f-o , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xi.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection.

.... ,. , ý .--- Commissions J ' #--/m AN. ,4. r=Ins 96tor's Sioriafuie National Board, State, Province, and Endorsements Date-IYýCll 20 r F Date 20 I~ NIS-2 SGT EOTSG B & ASSOCIATED SYSTEMS REPLACEMENT ACTIVITIES TMI Unit 1 ATTACHMENT 1 System/Component Const Code R & R Code Description Emergency Feedwater B31.1 1967 ASME Sec. III WO# C2017972 & C2020006, WP# 3083B, 3083C, Reinstallation of 6" EFW riser 2001 Ed/03 Add, piping up to feed ring per ECR-06-00709 & ECR 07-00638 in support of TMI- 1 Class 2 EOTSG replacement activities Reactor Coolant USAS B31.7, Feb USAS B31.7, Feb WO# C2018070, WO# C2018072, WP# 3065D, 3065B, Replacement of 36 I.D. Hot 1968 Draft with June 1968 Draft with Leg riser piping and 28" I.D. Cold Leg elbow at primary outlet per ECR-06-00759 1968 Errata June 1968 Errata, in support of TMI-1 EOTSG replacement activities Class I Feedwater B3 1.1 1967 ASME Sec. III WO# C2017974, WP# 3085B, Replacement of 14" FW riser piping up to feed ring 2001 Ed/03 Add, per ECR-06-00709 in support of TMI- 1 EOTSG replacement activities Class 2 Main Steam B31.1 1967 ASME Sec. III WO# C2017935, WP# 3080B, Replacement of 24" Main Steam elbows per ECR-2001 Fd/03 Add, 06-00708 in support of TMI- I EOTSG replacement activities Class 2 Blowdown B3 1.1 1967 B3 1.1 1967 WO# C2020048, WP# 3521B, Modify existing Hot Drain and SG Sampling system Class 2 to create an independent Steam Generator Blowdown system per ECR-07-00259 in support of TMI- I EOTSG replacement activities RCS Hot Leg USAS B31.7, Feb ASME Sec. III WO# C2017992, WP# 3527B & PIMS work activity C2018571 Items 33, 34, 35, Instrumentation 1968 Draft with June 2001 Ed/03 Add, 36, Replacement of existing /" & I" Hot Leg Instrumentation lines and elbows per 1968 Errata Class 1 ECR-07-00576 & work activity C2018571 in support of TMI- I EOTSG replacement activities RCS High point Vent USAS B31.7, Feb ASME Sec. III WO# C2017990, WP# 3526B, Replacement of existing Hot Leg High Point Vent 1968 Draft with June 2001 Ed/03 Add, from I" NPS nozzle extension to 1/22" NPS existing pipe in support of TMI- I EOTSG 1968 Errata Class I replacement activities EOTSG Secondary Drain B31.1 1967 ASME Sec. III WO# C2017926, WP# 3522B, Reinstallation of 1- 1/2" Secondary Drain piping from 2001 Ed/03 Add, EOTSG drain nozzle extension per ECR-07-00638 in support of TMI- I EOTSG Class 2 replacement activities. EOTSG Upper B31.1 1967 ASME Sec. III WO#C2017385, WP# 3524B, Reinstallation of 1-1/2" Upper Tubesheet Vent Tubesheet Vent 2001 Ed/03 Add, piping between EOTSG nozzle and valves MS-V-23A per ECR-07-00638 in support Class 2 of TMI- I EOTSG replacement activities 23-9035002-001 Page 9 of 15 C FORM N-I CERTIFICATE HOLDERS' DATA REPORT FOR NUCLEAR VESSELS'As Required by the Provisions of the ASME Code, Section iII, Division I Pg. i of 5 1, Manufactured and certified by AREVA NP, Inc. -3315 Old Forest Road, Lynchburg. VA 24501 (larnae and addreas of N Cadicate Holdw)2. Manufactured for Exelon Generation, LLC -200 Exelon Way, Kennett Square, PA 19348 (name and address of Purchaser)

3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South. Middletown, PA 17057 (name and address)4. Type Vertical Heat Exch. GV/TM326 N/A See Page 3 6 2009 11.onz. orA ) (Iank. iaC.etded, heat ex,) (Cat. Hotdenes aseni no) (CRN) (drawings no.) (ail. ld. No.)

I 5. ASME Code. Section III, Division 1: 2001 See Pg 3 2003 See Pg 3 Class 1/2 See Pg 3 N-725 aedition) (addenda dale) (class) (Code Case no.)Items 6.10 inclusive to be completed for single wall vessels, jackets of Jacketed vessels, or shells of heat exchangers.

6. Shell: SA-508 G3C2 90 ksi 5.31 and 3.31 5.13 and 3.13 11 1118in. 52 Ft. -1.38 in.maltI Spec. no.) if elo stlrgth) tnon, thickness 11.11 linn. desig (thiliess (mit. (dia. tO (ft. & in.1 Ilength (ovasall) (ft & in.1 7. Seams: N/A N/A N/A N/A Single Yes Full Four lOng.) (HT') (FIT) (elf,%) (gint) (RT) (no. o" C¢oniri)8. Heads: N/A N/A N/A N/A Itas mall spec. not (ternne stOength)

I(s) mat., spec. no.t ([e.nsi strength)Localion (top, Corrosion Crown Knuckle Elliptical Conical Hemispherical Flat Side to Pressure bottom, ends) Thickness Allowance Radius Radius Ratio1 Apex Angle Radius Diameter (convex or concave)(a) N/A (b) N/A If removable, bolts used N/A Other fastening NIA (mall. Spac. on., size, quantity) (describe oraftec*h 9. Jacket closure: N/A (Describe as ogee & weld, bar, sic. It bar. gve dinensios, describe or skelch)10. Design pressure2 1150 at max. temp. 605 .Min. pressure-test temp. 70 Pneu., hydro. or comb. test pressure 1438 (psi) (*F) (*F) (par)Items 11 and 12 to be completed for tube sections.11. Tubesheels: SA-508 G3C2 (Page 3) 140' I.D. 24 in. min. Welded (Mtabonwy, -mlT. spec no), !dia. in. (.sbled ito pres.)] iLhckneas fin. f (alattactent .welded. boltad)l N/A N/A NIA NIA tloaiing, maitl pec. no.) da. (,n.) phl..nioes tin.)

12. Tubes: $8-163 AlLoy 690 0.625 in, 0.0368 In. 15,597 Straight (nWeri. spec. no. 1 100 (In.tl Ihicnele (incla or gaiell)l Inno.) (type srailghlt eatUl Items 13 to 16 Inclusive to be completed for inner chambers of jacketed vessels, or channels of heat exchangers.

13. Shell: SA-508 G3C2 90 ksi N/A 8.0" 9'- 11.06" 0'- 9.733" (mat. spec, no) (tenslientrengt)

[noam. tricknes (min.)) ;mi. deasgn fhickneas ((o.)) Ida. IO (f & In.tl Vlength ovteall?) (f & in,))Single/14. Seams: NIA N/A N/A NIA Double Yes Full One each[long, (welded. dbt.. sgla)l e rRT) leff,%l g(irth) :'j- ) (RT) (no. of courrsa)15. Heads: SA-508 G3C2 90 ksi SA-508 G3C2 90 ksi N/A N/A I(oa}mat spec. no.1 tlenilee llreargt) I(() marl spec. M.1 (flanes, Stirength) ((c) mall spec. no.) (tensie strength)Crown Knuckle Elliptical Conical Hemispherical Flat Side to Pressure Location Thickness Radius Radius Ratio Apex Angle Radius Diameter (convex or concave)I (a) Top, bell.en B.0* Min. ..65.63" Concave (b) ChaRa Bottom 8.0" Min. 60.88" Concave (c) Floaling N/A If removable, bolts used N/A Other fastening .. NIA Ematl Spec. no,. size, quawnt) (desoribe or attaci sketclh 16, Design pressure2 2500 at 650 Min. pressure-test temp. 70 .Pneu., hydro., or comb. test pressure 3125!psi) IPF) (°FI IpSi)If pcstweld heat treated. 'List other internal or external pressure with coincident temperature when applicable."Stupplemental information in fomi of lists. sketches. or drawings may be used provided (1) size is 8 V.. x 11. (2) information in items I through 4 on this Data Report is Included on each sheet, (3) each sheel is numbered and number of sheets is recorded at top of this form.This form (EOOO38) may be obtained from the Order Dept.. ASME. 22 Law Drive. Bnri 2300. Fairfield. NJ 07GO7T-2300. 23-9035002-001 Page 10 of 15 FORM N-1 (Back -Pg. 2 of 5)17. Nozzles, inspection and safety valve openings: Purpose How Reinforcement (inlet, outet, drain, etc.) Quantity Dia. or Size Type Attached Matl Thickness Material Location Primary Inlet 1 36.13" ID. N/A Integral SA-508 G3C2 3.25" Integral Top Head Primary Outlet 2 28.63 1.0. N/A Integral SA-508 G3C2 2.56" Integral Bottom Hd Steam Oullet 2 21.75T I.D. N/A Welded SA-508 G3C2 1.25" Integral Shell Primary Manway 1 16.0* ID. Bit Coy Integral SA-508 G3C2 6.25' Integral Top Head Primary Manway 1 160- ID.. Bit Coy Integral SA.508 G3C2 6.25' Integral Bottom Hd Secondary Manway 1 16.0- ID.. Bit Coy Welded SA-508 G3C2 5.0' Integral Sheoo (continued on page 4) 1 (See Pg 3) q 18. Supports: Skirt: Lugs: Legs: Other: Attached: Yes 48 N/A N/A Welded to Lower Head (yet or no) (quartury) (qianidrty) (doaambe) (Anmre and how)19. Remarks: 14" Schedule 80 Main Feedwater Header consists of two half-torus sections and includes (32) 3' Schedule 80 Risers -See page 5 6* Schedule 80 Emergency Feedwater Header includes (7) 3" Schedule 80 Risers -See page 5 N-2 Data Report for completed item attached. Performance of component hydrostatic pressure test and subsequent Code stamping conducted at NPT Certificate Holders Shop location in Saint-Marcel, France. -NCA-8322(b) CERTIFICATION OF DESIGN Design specification certified by P. A. Opsal P.E, State VA Reg. no. 0114498 Design report certified by P.E. State CA Reg. no. M33816CERTIFICATE OF SHOP COMPLIANCE We certify that the statements made In this report are correct and that this nuclear vessel conforms to the rules for construction of the ASME Code, Section 111, Division 1.N Certificate of Authorization No. Expires Date Name Signed IN Cwtle Holder) (autnhozed representaiie) CERTIFICATE OF SHOP INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the Sate or Province of and employed by of have inspected the component described in this Data Report on , and state that to the best of my knowledge and belief, the Certificate Holder has constructed this component in accordance with the ASME Code, Section III, Division 1.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the component described in this Data Report. Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Date Signed Commissions iAUithnZedl NuGlear In'pectuo) (Nan, Bd. (ld. andominflenls and stais or provi , an no,)CERTIFICATE OF FIELD ASSEMBLY COMPLIANCE We certify that the statements on this report are correct and that the field assembly construction of all parts of this nuclear vessel conforms to the rules of construction of the ASME Code, Section III, Division 1.N Certificate of Authorization No. N-1650 Expires June 12. 2012 Date && '1 I-ý Name AREVA NP Inc. Signed MJJ (N Cerafifato iathnzdepsetb" )CERTIFICATE OF FIELD ASSEMBLY INSPECTION 1, the undersigned, holding a valid commission Issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of CH i-1 0 ( and employed by HARTFORD STEAM BOILER of CT of HARTFORD (CT .. have compared the statements in this Data Report with the described component and state that parts referred to as data items -,,a U-1. e.. I , not included In the cortficate o f shop inspection, have been inspected by me on 9,&,& -" n a C, and that to the best of my knowledge and belief the Certificate Holder has constructed and assembled this component ý accordance/with the SME Code. Section III. Division 1.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the component described in this Data Report. Furthermore, neither the inspector ir his employer shall be liable in any manner for any personal injury or property damage or a loss of any ki ,sn, from or connected with ti rjition.Oatl.A ,,JT' ,-Signed Commissions 11451 (-,- 0 -A .Uý- i..ns pe ctor ) 'N a l 5e d .Ibid s urse nte ntsl an d sia te orpr and r 1 I 23-9035002-001 Page 11 of 15 FORM N-1 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code, Section III, Division 1 Pg. 3 of 5 Certificate Holder's Serial No. GVITM326 1. Manufactured and certified by AREVA NP, Inc. -3315 Old Forest Road, Lynchburg, VA 24501 w(ns an alddress oC N CeVIkCaLI )2. Manufactured for Exelon Generation, LLC -200 Exelon Way, Kennett Square, PA 19348 3. Location of installation 4, Type Vertical (hon., -r nd.)Line Item 4 Drawing No'sand address of Purctlas&Three Mile Island Nuclear Station Unit I -Route 441 South, Middletown, PA 17057and addrems)Heat Exch. GV/TM326 N/A See Page 3 6 2009 (tUnk. jckoled, hoal e.7) (Cerl Nolde'S senal no.) (CRN) (drawngs no.) (Nalf. Bd. no,) SUPPLEMENTAL INFORMATION Description 02-5056245E-005, TMI EOTSG Specification Drawing 02-5056246E-005, TMI EOTSG General Outline Drawing 02-5056247E-005, TMI EOTSG General Outline -Cross Sections Drawing 02-5056248E-009, TMI EOTSG List of Material Drawing 02-5056249E-007, TMI EOTSG Shell Outline Drawing 02-5056250F-003, TMI EOTSG SG-B Main Feedwater Header Assembly and Details 02-5056252E-008, TMI EOTSG Primary Side Openings 02-5056253E-005, TMI EOTSG Secondary Openings Sections 02-5056254E-006, TMI EOTSG Upper Tubesheet Details 02-5056256E-004, TMI EOTSG Lower Tubesheet Details 02-5056260E-002, TMI EOTSG Lower Head Outlet Nozzle Details 02-5056264E-003, TMI EOTSG Drain, Temperature and Sensing Nozzles.02-5056267E-001, TMI EOTSG Longitudinal Section and Opening Sections 02-5056281 F-003. TMI EOTSG MFW Header Additional Details 02-5056283E-003, TMI EOTSG Emergency Feedwater Header Assembly and Details C 5 ASME Code ASME Code Section Ill, Division I, 2001 Edition with Addenda through 2003 for the complete Steam Generator excluding Alloy 690 tube bundle material.ASME Code Section III, 1998 Edition with Addenda through 2000 for Alloy 690 tube bundle material for procurement and design analysis.5 Addenda As noted above.5 Class Within the jurisdictional boundaries specified on Drawing 02-5056245:

• The entire EOTSG primary side and secondary side pressure boundary are classified, designed, and fabricated in accordance with the ASME Code as a Class 1 Vessel.* The Primary outlet elbows and extension pieces are Class 1 Piping.* The integrally welded Support Skirt is a Class I Support.* The Main Feedwater Header / Riser Assemblies are Class 2 Piping.* The Emergency Feedwater Header / Riser Assembly is Class 2 Piping.The material specification number for these items is SA-508 Grade 3 Class 2.Lines 6,11, 13 & 15 Lines 17 On pages 2 and 4, the material designated as SA-508 G3C2 Is Grade 3 Class 2.AREVA NP Inc. Dateqa" Za. Name AREVA NPn SignInc 0N cerltirs( d Hower)-II N.ANI Date 4 2, Name.Awhn74 nspea 23-9035002-001 Page 12 of 15 C FORM N-I CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET.. ......- F Certificate Holder's Serial No. GVtTM326 1. Manufactured and certified by AREVA NP. Inc.- 3315 Old Forest Road, Lynchburg, VA 24501 (name and address of N Certtcate Holdfr)2. Manufactured for Exelon Generation.

LLC -200 Exelon Way. Kennelt Square, PA 19348 1name ad ad&ess of Purchaser)

3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South. Middletown, PA 17057 Iname and addrees)4. Type Vertical Heat Exch. GV/TM326 N/A See Page 3 6 2009 400o0. or vert) (lank. jaekued. heat e6.) (Cotd.t oders satali no.) (CRN) tdrwvngs no.) INatl. ad. mio) (year bwt)SUPPLEMENTAL INFORMATION Line Item Description 0 17. Nozzles, inspection and safety valve openings: Purpose Nominal How Reinforcement (inlet, outlet, drain. etc.) Ouantity Dia. or Size Type Attached Malt'l Thickness Material Location Main Feedwater Nozzles 32 2.9" 1.D. N/A Bolted with SB-564 0.3" Integral Shell seal weld Alloy 690 Emergency FW Nozzles 7 2.9" 1.D. N/A Bolted with SB-564 0.3" Integral Shell_______ _ _seal weld Alloy 690 Handholes 8 8.0" I.D. Bolted Integral SA508 G3C2 3.88" Integral Shell I Cover I Primary Inspection Port 1 5.0" I.D. Bolted Integral SA508 G3C2 NIA Integral Top Head Cover Inspection Openings 9 3" 1.0. Bolted Welded SA508 G3C2 3.25" Integral Thin Shell Cover Inspection Openings 8 3" I.D. Bolted Integral SA508 G3C2 N/A. Integral Thick Cover -Shell Vent Conn. 1 1,5" I.D. N/A FRP Weld SA-105 0.57" Integral Upper TS Drain Conn. 2 1.5" I.D. N/A P.P. Weld SA-105 0.2" Integral Shell Temp. Sensing Conn. 2 1.4" O,.D N/A P.P. Weld SB-166 .0.51" None Req'd Thin Shell Alloy 690 I Temp. Sensing Conn, 1 1,4"O.D. N/A P.P. Weld SB-168 0.51" Integral Thick_________

DrainConn. Alloy 690 Shell Tubesheet Drain Conn. 4 11.94" 1,D. N/A F.P Weld SA-105 0,435" Integral Lower TS Shroud Drain Conn. 2 0,96" 1.D. N/A P.P. Weld SA-105 0.18" Integral Shell Sensing Conn. Nozzle 6 2" O.D. N/A F, Weld SA-105 0.483" Integral Shell UHL Sensing Conn. 2 0.96" I.D. N/A P.P. Weld SA-105 0.18" Integral Shel LHL Sensing Conn. 2 0,96" I.D. N/A P.P. Weld SA.105 0.18" Integral Shel ULL Sensing Conn. 2 0.96" 1.0. N/A P.P. Weld SA-105 0.18" Integral Shell LLL Sensing Conn. 2 0.96" I.D. N/A P.P. Weld SA-105 0.18" Integral Shell AREVA NP Inc.Date Name AREVA NP Inc. Signed [ .nlbag.e/'_ INt, CA+/-ficae Name ANI Name-Iff, Commissions iL? ,A -N 119'iýntl.8d.(ind endormevetsoionjlnlAie'r pro and on)jj~nidsar hspndor) 23-9035002-001 Page 13 of 15 FORM N-I CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET.......tvtuttwl-M ,o -5 Certificate Holder's Serial No. GV/TM326 1, Manufactured and certified by AREVA NP, Inc, -3315 Old Forest Road, Lynchburp, VA 24501 (narme and addres of N Cedtcale Hodder)2. Manufactured for Exelon Generation, LLC -200 Exelon Way, Kennett Square, PA 19348 (name and address of Prhasw)3, Location of installation Three Mile Island Nuclear Station Unil 1 -Route 441 South, Middletown, PA 17057 (name and address)4: Type Vertical Heat Exch. GVITM326 N/A See Page 3 6 2009 (Ihnn. or erl.) (tank,-laamod, heel as.) (Cen. Hoaes sonot no.) tCRN) (draiogs no) Nal. ad. no.) (yoer bUJl)SUPPLEMENTAL INFORMATION Line Item 19. Remarks: Ijescriotior Main Feedwater Header Parts: Materials: a C 14" Sch. 80 MFW Header pipe and cap, Riser branch conn., Tee conn., Inspection Port Riser pipe inspection port, plug, 4" x 3" Reducer and 3" Sch. 80 LR Elbows 3" Sch. 80 Riser pipe 14" Dia. x 3" long Safe End at Header Inlet 3" Inspection Port Cover SA-182 F22 Class 3 SB-564 Alloy 690 SB-167 Alloy 690 SA-105 SA-533 Gr. B Class 2 0 Emergency Feedwater Header Parts: Materials: O C 6" Sch. 80 EFW Header pipe, 6" Sch. 80 LR Elbow. Spool Piece, Riser branch conn.6" -900# Weld Neck Flange and Blind Flange 3" Sch. 80 Riser pipe, 4" Sch. 40 Inlet pipe 3" Sch. 80 LR Elbows 6" Sch. 80 x 3" long Safe End at Header Inlet SA-182 F22 Class 3 SA-182 F22 Class 3 SB-167 Alloy 690 SB-564 Alloy 690 SA-105 All ferritic steel surfaces exposed to primary reactor coolant are clad. Primary heads are internally clad with type 308L stainless steel; the primary face of tubesheets are dad with UNS number N06052.Hydrostatic Testing As permitted by NB-3226, up to 10 cycles of hydrostatic tests may be excluded from the SG component fatigue analysis. For compliance with that requirement, the actual test cycles used were as follows: 1 cycle -Primary Side Hydrostatic test 2 cycles -Secondary Side Hydrostatic*test AREVA NP Inc. Name AREVA NP Inc.(N Ce~dfnate -(Ohior Signed Commissions lL/9,Z&. A-A 0 Q4H 1L!Nall' Bd. rlnK, rdonriae,1n1nrand aline oroWt. and 'no)I y AN! Date~j X ZONm (A-jttho A~ Wd~r pector)

i~VW 7 Uontrolied, D~ument 7 01 0008 FORM N-2 CERTIFICATE HOLDERS' DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES As Required by the Provisions of the ASME Code Section iII Not to Exceed One Day's Production Pg. 1 of 11 Certificate Hokldrs Data Report Ref

BUERTMWNGV032 rev A 1. Manufactured and certified by AREVA NP Usline de ChalonrSalnt Marcel (Name and address of Certificate Holder)BP 40001 -St Marcel -Zone Industnielle et Portualre Sud -71328 CHALON SUR SAONE Cedex -FAA 2. Manufactured for AREVA NP, Inc.(Name and address of Purchaser) 3315 Old Forest Road, Lynchburg, VA 24501)3. Location of installation Three Mile Island Nuclear Station Unit 1 -Route 441 South. Middletown.

PA 17057USA 4. Type (See supplementary shoots) N/A 2009 (drawing no.) (manl spec no.) (lrsl sirengt) (CRN) (year "um)5. ASME Code, Section 1l1, Division 2001 Addenda through 2003 1&2 (see supp sheets) N-725 (edition) (addenda) (cass) (code case no.)6. Fabricated in accordance with Conet. Spec. (Div 2 only) N/A Revision -Date (no.)7. Remarks:-Class 1 primary and secondary sides-Class 2 : Main teedwater and Emergency feedwater headers end risers 8. Nom. Thickness (in.) (See supplementary sheets) Min. des thickness (in.) (See Sul Dia. ID (ft & in.) (See supplementary sheets) , Length overall (ft & In.) 52 Ft.9. When applicable, Certificate Holders' Dafe Reports am attached for each item on this report: plementary sheets).- t.38 In.Part or Appurtenance Nattonal Part or Appurtenance National Serial Number Board No. Serial Number Board No.in Numerical Order In Numerical Order i. GVr'rM326 N/A ....10. Design Pressure (See supplementary sheets) psig Hydro.Test Pressure @ Temp (See supplementary sheets)Temp. (See supplementary sheets) Deg. F C V ~p;y 2,T: Gortrolle&Document" 0 1 0O0 0 FORM N-2 (Back- Pg 2 of 11)Certificate Holders' Serial Nos GV/TM320 Certificate Hotders Data Report Rel: BUERTMINGVO326 rev A CERTIFICATION OF DESIGN Design Specifications Certified by PHILIP A. OPSAL P.E. State VA Reg. No. 014498 Design Report Certified by T.M WIGER P.E. State CA Reg. No. M33816 CERTIFICATE OF COMPLIANCE We Certify that the statements made in this report are correct and that this (the") STEAM GENERATOR conforms to the rules of construction of the ASME Code, Section III Division 1 NPT Certification of Authorization No. N-2772 Expires: Jan.29,2012 Date a4 iAdl, , Name AREVA NP Signed CERTIFICATE OF INSPECTION I. the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of O)LHIO Q and employed by H eS a C T'U go _,,have Inspected these items described In this Oats Report on "Le-AA. 7 2-o0 and state that to the best of my knowledge and belief, the Certificate Holder has fabricated these parts or Appurtenances in accordance with the ASME Code, Section ttt, Division 1. Each Part has been authorized for stamping on the date shown above.By signing this certificate, neither the Inspector nor his Employer makes any warranty expressed or implied concerning the equipment described in this Data Report. Furthemrore, neither the Inspector nor his Employer shall be liable for any personal injury or property damage or lose of any kind arising from or connected with this inspection. Datee Slgned Commissions AN U O 193 (A Nucear Inspector) (Nafl Board Endsmts, Stale or Prov. and no.)y Controlled, Document~01 00-10 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section iI Cedificate Holders' Serfal Nos. GYVM4 32A Pg. 30 re11 Certificate Holders Data Report Rat -BUERT VPg2. reo A 1. Manufactured and certified by AREJVA NP -Using de ChiftSat Marcel (NaMe and address of NPT Certificate Ho~er))01 2. Manufactured for AREVA NP. W.(Name and address of Puehaso 3315 Old Forest Road. Lvnchbur. VA 24501 3. Location of installation TJhe Mile Island Nuclear Station Unait I (Name and address)Route 441 South Middletown. PA 17057 -USA Item 4 List of drawings Drewing Number Title 02-5056245E-005 TMI EOTSG Specification Drawing 02-5056246E-005 TMI EOTSG General Outline Drawing 02-5056247E-005 TMI EOTSG General Outline -Cross section Drawing 02-505624SE-009 TMI EOTSG List of Material Drawing 02-5056249E-007 TMI EOTSG Shell Outline Drawing 02-5056250E-003 TMI EOTSG SG-8 Main feedwater Assembly and Details 02-5056252E-008 TMI EOTSG Primary side Openings 02-5056253E-005 TMI EOTSG Secondary Openings sections 02-5056254E-006 TMI EOTSG Upper Tubesheet Details 02-5056256E-004 TMI EOTSG Lower Tubesheet Details 02-5056260E-002 TMI EOTSG Lower Head Outlet Nozzle Details 02-5056264E-003 TMI EOTSG Drain, Temperature and Sensing Nozzles 02-5056267E-001 TMI EOTSG Longitudinal Section and Opening Sections 02-50562811F-003 TMI EOTSG MFW Header additional Details 02-5056283E-003 TMl EOTSG Emergency feedwater Header Assembly and Details AREVA NP SAS DatemAA10 Name AREVA NP Signed 7 4 ~ (Certificate Holder) (Authorzed represek1a~vet 1 ate C .LL2qNan N p Cormmis'sons (c E -. A- N.. 1n1 N5 I 0 ,,[ ( Aulhofred ~N INarl8Board (lIck, Endonwfents), and Stalb o Prov. and No.)C/.,7-_7- /-~:~"'ortrolledl, Document:r 01 0016 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Sedal Nos. GVM36 Pg. 4 of 11 Certificate Holders Data Report Ref: BUERTMINGV0326 rev A 1. Manufactured and certified by AREVA NP -Usine de Chalon/St Marcel (Name and address of NPT Certificate Holder)AD Aflflfl 0. 76A...I 72) 1A ClT AiL fl 2. Manufactured for AREIVA NP. Inc.(Name and address of Purchaser) 3315 Old Forest Road, Lychpbum, VA 24501 3. Location of Installation jhe Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Middletown, PA 17057 -USA))0 Item 5 ASME Code ASME Code Section IIl. Division 1, 2001 Edition with Addenda through 2003 for the complete steam generator excluding Alloy 690 tube bundle material.ASME Code section III, 1998 Edition with Addenda through 2000 for alloy 690 tube bundle material for procurement and design analysis.Class Within the Jurisdictional boundaries specified on drawing 02-0506245: -The entire EOTSG primary side and secondary side pressure boundary are classified, designed, and fabricated In accordance with the ASME Code as a Class 1 Vessel.-The primary outlet elbows and extension pieces are Class 1 Piping.-The Integrally welded support skirt is a Class 1 Support.-The main Feedwater Header/Riser Assemblies are Class 2 Piping.-The Emergency Feedwater Header/Riser Assembly is Class 2 Piping AREVA NP SAS Date-Alk1j...Name AREVA NP Signed L i L E&e I Jf (cfae Holder) (Authorized repre)SVOW ANI DategLL'0 tNarne -ffl r Commissions _ 114*5 m\- )-N O OH o .7-7-7 (Autho! pstr lnsqectoe) [Nail Board (Ind. Endora~miaw), anid 8619 or Prov. and No.) C--ont rollQed-D curnt", 0 1 0 012 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos. -GVj. 326 _Pg. 5 of 11 Certificate Holders Data Report Ref BUERTM/NGV0326 rev A)0 1. Manufactured and certified by AREVA NP -Usine de Chalon/St Marcel (Name and address of NPT Cerificate Holder)BP 40001 St Mar=l- 71328 CHALON SUR SAONE Cedex -France 2. Manufactured for AREVA NP. Inc.(Name and address of Purcaser)3315 Old Forest Road. Lvnchbure. VA 24501 3. Location of installation Three Mile Island Nuclear Station Unit I (Name and address)Route 441 South, Middletown, pA 17057 -USA Items 4 and 8 Tensile Part Matti. e n strength Norm. MIn.deslgn Nora. Dia. ID (WSI at 701F) thickness (in.) thickness (In.) (In.)_ _ _ (note a) , 5.31" (note b) 5.13" Upper shell SA-508 Gr3 cl 2 3.31" (note c) 3.13" 140.00" 3.31" (note d) 3.13" Nozzle shell SA-508 Gr3 cl 2 5.31" (note e) 5.13" 140.00"_ _3.31" (note Q 3.13" Intermediate SA-508 Gr3 cd 2 3.31" 3.13" 140.00" shell Lower shell SA-508 Gr3 cl 2 3.31" (note g) 3.13" 140.00" 5.31" (note h) 5.131 Lowerhead SA-508 Gr3 el 2 90 ksi 8.12" 8 R65.63.... 8.03" (flat bottom) (note I)Upper head SA-508 Gr3 cl 2 8.07" R=60.88'... .... ... .(note i)Lowerand 1119.06" (notes upper tubesheet SA-508 Gr3 cl 2 24" (note i) 24" (note I) i and j)upper___bshaet1 i 40" (note k)Lower and upper tubesheet SA-508 Gr3 cl 2 N/A 8" 119.06" (note I)extension (ring)SB-i ..3.Tube bundle I-y 6903 85 ksl 0.0368" 0.0340" 0.5514" a: Tensile strength Su from ASME Code, Section III, Appendix 1. tables b: Top end (lubesheel side)c: Bottom end (Nozzle shell side)d : Top end (UpIer sha side)a: Middle f : Boltom end Onletnmedlata shele side)g: Top end (Iternmedlate sheA side)h: Bottom end (Tubesheel side)i : Under ctadding i : Head side k Shell side A Date0iAi*f.jName AREVA NP Signed , N la(Certificate Holder) (Autfortzed repres-- 50)AN. Date 9 1"ONaine Comrnissions WiS2, A-AN ajg 7-7-- (Authomzedi a inspector) INeff GoArd (Incl Endorsemlnts). and Stae% or Prow. and No.1 K-01 0013 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Requited by the Provisions of the ASME Code Section III Certificate Holkers' Serial Nos. GV/rM 326 Pg. 6 of 11 Certifcate Holder's Data Report Ref: BUERTM/NGV0326 rev A 1. Manufactured and cedified by ARE-VA NP -Usine de Callo/Sa Marcel (Name and address of NIPT Certificate Holder)nf A~ffl .R.....I 711 fLIWt~f li ~r).~ '.A..,<2. Manufactured for ARIEVA NP. Inc.(Name and address of Purdiaser.3315 Old Forest Road. Lvnchburg. VA 24501 3. Location of installation Three Mile Island Nuclear Station Unit 1 (Name and address)Route 441 South. Middletown, PA 17057 -USA-)Items 4 and 8 0 Tensile)Part Mat. Spec. no. strength Nom. Mln.deslgn Nom. Dia. ID (in.)(ksl at 70*F) thickness (in.) thickness (in.)(note a) _Primary inlet 3.25" (note b)nozzle SA-508 Gr3 cl 2 3.50V (note c) 3.25' 36.13" (note e)extension 5.25" (note d)Primary inlet SA-508 Gr3 cl 2 5.25' 5.25' 48.51" (note e)nozzle Primary SA-508 Gr3 cl 2 N/A N/A 16.50- (note e)manway .Primary SA-508 Gr3 ci 2 N/A N/A 5.50" (note e)inspection port _A-08_r3_.__ 90 ks_Secondary SA-508 Gr3 ci 2 4.97' 2.14° 16.00.manway _Secondary inspection port SA-508 Gr3 cl 2 3.25" 2.78' 3.00'welded Handhole SA-508 Gr3 cl 2 3.875" 1.58. 8.00" Steam outlet SA-508 Gr3 cl 2 3.6W 3.66" 21.75" nozzle Steam outlet SA-105 70 ksi 1.25' 1.25' 21.75'nozzle safe end ......Primary outlet SA-508 Gr3 cl 2 90 ksl 4.31' (iote) 1.51" 28.63" nozzle .-. I 2 2.56' (note g)a: Tensile strength Su from ASME Code, Section III, Appendix 1, tables b: Top end (pipe side)c: Middle d: Bottom end (Primary inlet nozzle side)e: Under cladding f Top end (Head side)g Bottom end (extension side)AREVA NPSAS Name AI .VA NP __Signed [Lfi[.NiC1( P..(Certificate Holkd) representa'ir;T ANt Date f .fLj Name ,, Comnssions 11Ef;52 , i\-N. O6q iL3n-/ (Autho! Inspector) iNal Boad (Ind. and Staor fProv. and No.)( 0' 0014 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders Serial Nos.. fVjr326_Pg. 7 of 11 Certiftcate Hotders Oats Report Ref: SUERTMiNGV0326 rev A 1. Manufactured and certified by AREA NP -Usine de C-ialonl/t Mael (Namne andaddrsfNPTCertifcate Holder)------ RP "1)AI qt Lfar-PI -..711 W'~ EA I nIJ Q I D S ANOh KM d.. -P -2. Manufactured for AREVA NP, Inc.(Name and address of Ptochaser 3315 Old Forest Road. LynchbrM', VA 24501 3. Location of Installation Three Mile Islaud Nuclear Station Unit I (Name and address)Route 441 South. Middletown, PA 17057 -USA))CI Items 4 and 8 Tensile Mm Part Marl. Spec. no. strength Nom. thickness thickdesign (ksl at 700F) (in.) thickness Nom. Dia. ID (in.)(note a)Primary outlet SA-508 Gr3 c 2 2.50' (note b) 2.50' 28.75" nozzle extension 90 ksl 3.375" (note c)Primary outlet SA-508 Gr3 cl 2 3.375" (note d) 3.631 28.25" nozzle elbow 3.625; (note e) 28.250 Nozzles for main and emergency SB-564 Alloy 85 ksi 0.3' 0.30' 2.9'teedwaters 690 (quantity 32+7) ............ ...... ..Secondary inspection port SA-508 Gr3 cl 2 90 ksl N/A N/A 3.00'(integral) .. ..... .Drain connection SA-105 0.67' (notef) 044' 1.94'nozzle 0.435M note g) 0,44__1.94 Upper and lower 70 ksi low level sensing SA-105 0.18" 0.18' 0.96'connection ....Temperature ...0. 51 -(note h)sensing SB-166 Alloy 85 ksi 0.4625- (note I) 0.51. 0.38" (note h)Tepertue690 0.465 (note I) 0.257' (note i).connection I__1 __ 1 0.31'* (note 1) _____ _______a: Tensile strength Su from ASME Code, Section Ill. Appendix 1. tables b: Top end (nozzle side)c: Bottom end (elbow side)d Top end (Extension side)e: Bottom end (pipe side)f: Tubesheet side g: Pipe side h: Shell side i: Shroud side end radial thickness j: shroud side and thickness AREVA NP SAS % .Narne AREVA NP Signed J. I P,/ D & I (Certificate Holder) (Authorized representative)U ýj Date OName Commissions I/1'4,0 A-N , 0,Y 12 (rT,' (Authn,~i~ Inspector) [Narl Board (Ind. Endorq4nrenils), and State or Pfov. and No.).........- ~ .' ~.-. 7 Crontrolled De ___t 01. 0015 CERTIFICATE HOLDERS DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Sedal Nos.- G¥/T 326 Pg. 8 of 11 Cerilficate Holders Data Report Ref: BUERTM/NGVO326 rev A 1. Manufactured and certified by AREVA NP -Usine de Chalon/St Marcel (Name and address of NPT Certificate Holde")BP 40001 St Marel -71328 C SUR SAONE Cedex -France 2. Manufactured for AD~VANP ~,&]Dr4v A T-M in X.<R!!ý4"Qvcý-(Name and address of Purchaser) T; 19 AId Vnyp~s Rn~~ I mnp~hhnta VAI n1fl)G;3. Location of installation Three Mie Island Nuclear Station Unit I.(Name and addrass)Route 441 Soudt Middletown. PA 17Q57- USA Items 4 and 8 Tensile Part Nhit'l. Spec. no. strength -Nora. Min.design Nom. Dia. 10 (In.)(ksi at 70*F) thickness (in.) thickness (in.)(note a) ,_*__, _-Sensing SA-1 05 0.18" N/A 0.96W connection 0.36" (note b)Sensing SA-105 0.483" 0.48" 1.673" connection nozzle Upper shroud SA-105 70 ksi 0.20" (note C) 0.20" 1.50" drain cOnnection 0.40' (note d)Vent and high 0.565' (note e) 03"10 level nitrogen SA-105 0.3565 (notec) 0.36" 1.50" purge connection 0.355"_(not_ _ _a: Tensile strength Su from ASME Code, Section III, Appendix 1, tables b: Bottom end with sensing connection nozzle welded (Shel side)c: Pipe side d: Shell side e: Tubesheet side AR=VA NP SAS Date 05 A% .10Name AR VA NP Signed 10k (Certificate Hokler) (Authortzed reprWawilaUvy AN Date Name Comrmissions 1 A-N ,ON 9 r .I Authne-14aý irlsPoc~or) [Natn Board (Ind, EndorspAants). and &ata or Proy, and No.1 (

• ~ ~ ~ ~ C~ontrolled ,Documn'y

~ ~ ~ ~01 00116 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial No$- GYAM32 Pg. 9of11 Cerfillcate Holders Data Report Ret: BUERTW/NGV0326 rev A 1. Manufactured and certified by AREVA NP -Usine de CbalonlSt Marcel (Name and address of NPT Certificate Holder)BP 40001 St Mamcel -7 1328 CHALON SUR SAONE Cedex -France 2. Manufactured for ADIZ-A NO T.., U.(Name and address of Purchaser) III ' AUA Rnad 1 vn'hhl.r VA 1Al1__WM)C 3. Location of installatton Three Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Middletown, PA 17057 -USA Items I and 8 -Main Feedwaterg accessories Tensile-strength Part Mat Sec. no. (ksl at Noram. Min.design Noam. DIa. ID (in.)Pp. 7. ( thickness (in.) thickness (in.)(note a)14.00 sch 80 pipe SA-182 F22 CI 3 0.75' 0.66' 12,500 Caps 14' sch 80 SA-182 F22 Cl 3 0.75' 0.70' 12.50'Tee connection SA-1 82 F22 Cl 3 1.00 mnn 1.00" 12.40'Inspection ports SA-182 F22 Cl 3 75 ksl 1.00' min 1.00. 12.40" Header riser 0.3" (note b)branch SA-182 F22 Cl 3 0.3' (note b) 0.28" 2.90" connection Riser pipe 3.0 SB-167 Alloy 690 85 0.3" 0.260 2.90'sch 80 Riser pipe inspection port SB-564 Alloy 690 1.50' 0.36' 0.86' OD plug ________Riser pipe SB-56 Alloy 690 85 0.300 mi 036* 2.90'inspection port 0.0_m__036_29_ Elbow 90* 3.00' SB-564 Alloy 690 0.3' N/A 2.90'sch 80 __________ Inspection port SA-533 GrB C12 90 2.25' NWA 9.75' OD cover Safe end SA-105 1. 70 0.75' 0.66' 1 2.50'a: Tensile strength Su from ASME Code, Section IlII, Appendix 1, tables b: MFW riser side c: MFW header side)AREVA NPSAS Date 0 Vj& IMName ARRVA NP -Signed Ia4Af P_ i ft dl ~ (Certificatefl Hoder) (Auftftned representii~eY ANI Date 9h... OName Lidf Commissions It 14;a -A-NW , ON'- V9S T-7-7-lAu53r8! 4ea Inspector) [Naen Board fIncl. Endorseftents), andt ate ora Pray. and No.I VEN'R27 ~~nj~> ~~p~1 .~~,'j -o-~; ~~Gft old ornný0I 0017 CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section III Certificate Holders' Serial Nos. GV/TM 326 Pg. 10fo 11 Certificate Holder's Data Report Ref: BUERTMiNGVO326 rev A 1. Manufactured and certified by AREVA NP -Using de Chalon/Si Marcel (Name and address of NPT Cerificate Holder)BP 40001 St Marcel -71328 CHALON SUR SAONE Cedex -France AREVA NP. Inc.2. Manufactured for---, I (Name and address of Purchaser) 3315 Old Forest Road. Lvnchbnri. VA 24501 3. Location of installation Three Mile Island Nuclear Station Unit I (Name and address)Route 441 South. Mriddlutow", PA 17057 -USA))Items 4 and 8 -Emerqency Feedwaters accessories C Tensile strength Nom. Min'deslgn Part Matl. Spec. no. (ksl a .thckne (in.) llickness N(i.), 70-F) t________ (note a). .6" sch 80 pipe SA-182 F22 C13 0.43" 0.38' 5.76" Header to riser 75 0.30" (note b)branch SA-182 F22 C13 00.30 2.90(connection 0.80"_(note__)" sch 80 riser SB-167 Alloy 690 0.3" 0.26" 2.90" Spipe 85 Elbow 3" sch 80 S-564 Alloy 690 0.3" N/A 2.90" 6" blind flange SA-182 F22 C.3 2.20" N/A 15.00" OD 6" weld neck SA-182 F22 C13 75 0.432" N/A 5.76" flanQe 6.00" sch 80 pipe SA-182 F22 C13 0.43" N/A 5.76" elbow I 6" sch 80 pipe SA-105 70 0.43" N/A 5.76" safe end 3" Ig I ____ I- _ _I)a Tensile strength Su from ASME Code, Section III, Appendix 1, tables b: EFW rser side c: EFW header side AREVANPSAS Date0..Af Name AREVA NP Signed W; r .(Certificate Holder) (Authorized represents ANI Name eJ Commissions I I Ltf S2 A -A/. c,// ,.( / 5 t isot) [Narl Board nd. EndorseIenm). andAat, or PmV. and No.1 01 oo!CERTIFICATE HOLDERS' DATA REPORT SUPPLEMENTARY SHEET As Required by the Provisions of the ASME Code Section IN Certificate Holders' Serial Nos. Pg. 11 of 11 Certificate -Foders Data Report Ref: BUERTM/NGV0326 rev A 1. Manufactured and certified by AREVA NP -Usine de Chalon/St Marcel (Name and address of NPT Certificate Holder)BP 40001 St Marcel- 71328 CHALON SUR SAONE Cedex -Fmnce 2. Manufactured fi I ADIP'IA KIM T., , U, MNAAGB-Jurý(Name and address of Purchaser) -,3315 Old Forest Road. Lvnchbumu VA Z4501 3. Location of Installation 77M Mile Island Nuclear Stadon Unit I (Name and addres)Rgute 441 South. Middletown, PA 17057 -USA))Item 10 St4am generator primary side steam generator secaridary skIp, C Design pressure (pslg) 2500 1150 Temp (OF) 650 605 Hydro test pressure (pslg) 3125 1438 Min: Temp. hydr test (?F) 70 70))AREVA NP SAS DateIU11Klj&6Name AREVA NP Signed LWJt P kiL- (Certiicate Holder) (Authorized repreligh1-AN[ Data4/l ,09Namre comminssions (~.Ar~ H /3 7- r (Au51ori~ a InPeto) (Nanl Board (Ind. Endordmeritas), andI'tlate or Pmov, anid No.)K FORM NPP-1 CERTIFICATE HOLDER'S DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES* As Required by the Provisions of the ASME Code, Section III, Division 1 Pg. I of 2 1. Fabricated and certified by TAYLOR FORGE ENGINEERED SYSTEMS, INC a 208 N. IRON STREET

• PAOLA. KANSAS 66071 (narm as addmfm of PT Certifcal Hileej 2. Fabuicaled for AREVA NP, INC., a 155 MILL RIDGE ROAD e LYNCHBURG, VA 24502 (naml ard aidm&= at Pwdwsera)3. Location of installation THREE MILE ISLAND, UNIT I
• RT 441 SOUTH e MIDDLETOWN, PA 17057 (nmmwane xdeirm) , 4. Type: 0199-1B _ _ _0199-01-D12, Rev. -1 2009 (CakbHO~s Saw M) P"iN (dma.*mgm tNHaomwB&

ma)5. ASME Code, Section III, Division 1: 2001 2003 Class 1 2142-2 (to) ) (dlss) (Cod Cam no.)6. Shop hydrostatic test 3125 psig Minimum 13400 psig Maximum at 70" F. Minimum /100' F. Maximum (if performed)

7. Description of piping 36 ID Overaid Upper Hot Leg Assembly:.

180' Elbow (,445' Elbows)=SA-516-70 Modified to SA-234-WPC S7 & S9; All Pipe=SA-106-C; (2) Pressure Tap Nozzles=SA-105, (3) RTE Mounting Bosses Wift RTD Weldable Thermowelts=SB-166 UNS N06690, bRinitemair)

8. Certificate Holder's Data Reports properly identified and signed by commissioned inspectors have been furnished for the following Items of this report: Vent and Pressure Tap Nozzle Forgings -Pail Number EG8022796-001, SIN's 01, 03, 04.05, 06,07, 08, and Flow Meter Nozzle Forgings -Part Number EG8022801-001, S/N's 01, 02,03 and 04 i9. Remarks (1) Vent Nozzle=SA-105; (2) Flow Meter Nozzfes=SA-105, (8) Impulse Nozzles & (2) Flow Meter Rings=SB.-166 UNS N06690; (2) Flow Meter, (3) Vent and Pressure Tap Safe Ends=SA-182-F316; Lifting Lug and Insulation Support Lugs=SA-516.70 CERTIFICATE OF SHOP COMPLIANCE We certify that the statements made in this report are correct and that the fabrication of the described piping subassembly conforms to the rules for constructlion of the ASME Code, Section III. Division 1.NPT Certificate of Authorization No. N-1937 Expires November 25. 2010 Dale Name Taylor Force Engineered Systems, Inc. Signed (WdT Cra~ica Hlde) dAftrizedwwm yw~n)CERTIFICATE OF SHOP INSPEC ION I, the undersigned, holding a valid commission issued by the National Board of Boler and Pressure Vessel Inspectors and the State or Province of Kansas and employed by HSB CT of Hartford, CT have inspected the piping subassembly described in this Data Report on 0!j .and state that to the best of my knowledge and belief, the Certificate Holder has fabricated this piping subassembly in accorda'nce with the ASME Code, Section III, Division 1.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the piping subassembly described in this Data Report. Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from orTad isp'r inpection.K

.Dale I'd' '& g I Signe4 '= Commissions ,,I!, 4 .,A) T'N-Sýz (AVZed Ndelar inspecorl -fNawona ad. (ind.exoraidwucbLta estate at pivx. and no.1-Supplemenial intormation in the form of lisis, so es, or drawings may be used provided: (1) size is 8 Y, x t t; (2) information in ilems 1 through 4 on this Data Report is included on each sheet; and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.t 109106)23-9124138-001 , '^ý -1 .- FORM NPP-1 (Back -Pg. 2 ol 2)Certificate Holder's Serial No. 01.9971 I. Description of field fabrication I. Pneu., hydro., or comb. test pressure at temp. (if performed) CERTIFICATE OF FIELD FABRICATION COMPLIANCE We certify that the statements made in this report are correct and that the field fabrication of the described piping subassembly conlorms with the rules for oonstruction of the ASME Code, Section III, Division 1.NPT Certificate of Authorization No. Expires Date Name Signed CERTIFICATE OF FIELD FABRICATION INSPECTION 1, the undersigned, holding a valid commission issued by the National Board of Boier and Pressure Vessel Inspectors and the State or Province of and employed by .....__ __ _ of have compared the statements in ts Data Report with the described piping subassembly and state that parts referred to as data items__ , not included in the Certificate of Shop Inspection,'have been inspected by me on and that to the best of my knowledge and belief the Certificate Holder has fabricated this piping subassembly in accordance with the ASME Code, Section III, Division I.By signing this certificate neither the inspector nor his employer makes any warranty, expressed or implied, concerning the piping subassembly described in this Data Report Furthermore, neither the inspector nor his employer shall be liable in any manner for any personal injwy or property damage or a loss of any kind arising from or connected with this inspection. Date Signed Commissions thasafted Nutaa ff k"Olai 54 ad OndananarsL a-4 sim at o w (09/06)23-9124138-001 1201 of 1803 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl (1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatinq Station Date March 12, 2010 Sheet 1 of 1 Unit TMI-1 RSA Rmnmrkc Name Address 3. Work Performed by Exelon Nuclear Name Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA onn cvg~inn wA~. I(annatt qn "=m PA 4.5.6.Address Identification of System 223 -PRESSURIZER (a) Applicable Construction Code ASME Section III, 1965. Class A Edition, Summer 1967, Addenda, N416-3 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. C ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)Babcock &Pressurizer Wilcox Company 620-0005-59 N-110 NA 1970 Repaired Yes 7. Description of Work: Removed six pressurizer level sensing nozzle safe ends and adiacent piging/valve assemblies. Replaced pressurizer level sensing nozzle safe ends with new stainless steel safe ends and piping/valve assemblies. Removed pressurizer sample nozzle safe end and replaced with new stainless steel safe end.8. Tests Conducted Hydrostatic E] Pneumatic El Nominal Operating Pressure 0 Other El Pressure 2176 psig Test Temp. 532°F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 (C FORM NIS-2 (Back)9. Remarks: Removed six pressurizer level sensing nozzle safe ends and adjacent piping/valve assemblies. Replaced oressurizer level sensing nozzle safe ends with new stainless steel safe ends and piping/valve assemblies. Removed pressurizer sample nozzle safe end and replaced with new stainless steel safe end. Work performed under work orders C2020136. C2020137. C2020138. C2020140. C2020142. C2020143. C2020144.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlISI Program Specialist ,atQ..-e Date March 12. 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the. components described in this Owner's Report during the period 1q,. --to .3 /,5 -/ 0 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owners Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Commissions PA i Ok-7 N-A 4 -7 FiTi-4 77 -In-sp'cti's Signatur~e National Board, State, Province, and Endorsements Date Dae ,-'che li 20 IJ FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS CAs required by the Provisions of the ASME Code Section Xi 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name Date March 12, 2010 Sheet 1 of 1 Unit TMI-1 c2020486 and C20204R7 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way, Kennett Square. PA 4.5.6.Address Identification of System 223 -PRESSURIZER (a) Applicable Construction Code ASME Section III, 1965. Class A Edition, Summer 1967, Addenda, N416-3 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. 0 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Namef anfacer o Board Identification Built Replaced, or Stamped Component Manufacturer Serial No. No. Replacement (Yes or No)Pressrizer Babcock&Wlssurizer Bcox Company 620-0005-59 N-1 10 NA 1970 Replaced Yes Description of Work: Removed existina thermowell from service by welding pad over existing location.7.Installed new thermowell 180 degrees from origqinal location.8. Tests Conducted Hydrostatic 0l Pneumatic El Nominal Operating Pressure [Other [] Pressure 2176 psig Test Temp. 532 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 (0 FORM NIS-2 (Back)9. Remarks: Removed existinq thermowell from service by welding pad over existing location. Installed new thermowell 180 degrees from original location.Applicable Manufacturers Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist .-&.& Date March 12, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period 7 -) -to _ --and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, conceming the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. nrspector's Signature Commissions PA /16J7 G , 4-g A. IA..-a National Board, State, Province, and Endorsements Date 24d 20 l et 14020 /6 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Date January 26, 2010 Sheet I of i Unit TMI-1 PIMS AR# A2201054 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4.5.6.Address Identification of System 211 -HPI/MAKEUP & PURIFICATION SYSTEM (a) Applicable Construction Code ASME Section III 1998 Edition, 2000, Addenda, N-416-3 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)NA NA NA NA NA NA NA No 7. Description of Work: Replaced "A". "B", "C". and "D" High Pressure Iniection (HPI) safe ends and thermal sleeves with new stainless steel material.8. Tests Conducted Hydrostatic E] Pneumatic El Nominal Operating Pressure 0 Other El Pressure 2176 psig Test Temp. 532 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)9. Remarks: Replaced "A". "B", "C", and "D" High Pressure Injection (HPI) safe ends and thermal sleeves with np~w .qt~inlA.5 5teel materialI. See work orders C32020573. C32020574. C32020575. and C32020576. Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist -j Date January 26,2010 Owner or Owner's Designee, Title L©CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period. "-L to V -/ to ,and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. 6./. ../-- Commissions PA / If 2 ;tJ, 5q-/ 79 A9 .1.Inprector'b Sig6dture' National Board, State, Province, and Endorsements Date Aate 20 i)0 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xi 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name Date February 25, 2010 Sheet 1 of 1 Unit TMI-1 R2061681 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way, Kennett Square, PA©Address 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ANSI B31.1 1967 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)NA NA NA NA NA NA NA NA 7.Description of Work: Opened. inspected, and replaced stem, bonnet, and seal ring on valve MS-V- IC.8. Tests Conducted Hydrostatic [I Pneumatic 0 Nominal Operating Pressure 0 Other [I Pressure 860 psig Test Temp. 200 0 1F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items I through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)9. Remarks: Opened, inspected. and replaced stem, bonnet, and seal ring on valve MS-V-1C.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlISI Program Specialist .-7 o_. "I2 Date February 25, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period / 1-- -- O-? to 3 .3 -I/ , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. ,' /j,/,,,-' Commissions PA /1,P7 AI5 t5-+7" A-pectdr's S~igiatuire" / National Board, State, Province, and Endorsements Date 3 20 /0 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner Exelon Nuclear Date February 23, 2010 Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South, Middletown. PA. 17057 Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address Sheet 1 of 1 Unit TMI-1 R2120893 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4. Identification of System 153 -Reactor Building 5. (a) Applicable Construction Code B31.1 1967 Edition, NA, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1992 through 1992 Add 6. Identification of Components Repaired or Replaced and Replacement Components. 0 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced or Stmped No. Replacement (Yes or No)NA NA NA NA NA NA NA NA 7.8.Description of Work: Tests Conducted Replaced flange bolting on Reactor Building penetrations 414 and 415.Hydrostatic LI Pneumatic [1 Nominal Operating Pressure Other x Pressure 54 psig Test Temp NA_.F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 Y2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 ( FORM NIS-2 (Back)9. Remarks: Replaced flanae bolting on Reactor Building penetrations 414 and 415.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist _2)&o Owner or Owner's Designee, Title 1Date _February 23, 2010 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period / -Q((, -/0 to 2 -J5 -/ 0 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. 6z"'a '/ZZZ4t'ýXspecibr's Signature Commissions NB 54-7r N .T A te L47 National Board, State, Province, and Endorsements Date 20)o Date 20j~ FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Date February 23. 2010 Sheet 1 of I Address 3. Work Performed by Exelon Nuclear Name Unit TMI-1 C2022745 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A 200 Exelon Way, Kennett Square, PA Address Expiration Date NA 4. Identification of System 220 -REACTOR COOLANT SYSTEM 5. (a) Applicable Construction Code ASME Section Ill, 1977 Edition, Summer 1979, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 througqh 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or I I 1 No)NA NA NA NA NA NA Replaced NA 7. Description of Work: Replaced valve RC-V-42 operator/bonnet with new operator/bonnet.

8. Tests Conducted Hydrostatic E_ Pneumatic

[] Nominal Operating Pressure 0 Other [] Pressure 2176 psig Test Temp. 532 0 1F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 (0 FORM NIS-2 (Back)9. Remarks: Replaced valve RC-V-42 operator/bonnet with new operator/bonnet. Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Proaram Specialist l.-.'ý ,5 Date February 23, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford. CT. 06102 have inspected the components described in this Owner's Report during the period -1/q- id' to (t-) /o ,and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. 'f'.L~4L/J~4~-Con nmissions PA .16 ,' jN9 47e , Ab /'National Board, State, Province, and Endorsements Inspyctor's Signature"/K Date 20 id FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatinq Station Date February 17, 2010 Sheet 1 of 1 Unit TMI-1 Name Address 3. Work Performed by Exelon Nuclear Name C2022177 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way. Kennett Square, PA 4.5.6.Address Identification of System 411 -MAIN STEAM SYSTEM (a) Applicable Construction Code ASME Section Il1 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 throuah 1996 Identification of Components Repaired or Replaced and Replacement Components. (9 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)MS-V-21 B Dresser BL07020 NA NA 1969 Refurbished Yes 7.Description of Work: Removed valve, lapped and oxidized disk, lagged and passivated nozzle, tested valve, and re-installed refurbished valve.8. Tests Conducted Hydrostatic LI Pneumatic E] Nominal Operating Pressure []Other [] Pressure 860 psig Test Temp. 200OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 I-FORM NIS-2 (Back)( 9. Remarks: Removed valve, lapped and oxidized disk, lapped and passivated tested valve, and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/l$1 Proram Specialist. --Q-- Date February 17. 2010 Owner or Owner's Designee, Title 0 1 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period .1 G I to 2 -'C , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. _________________________ CommissionsPA ,l&G 5'! .77' x2. i..z. ýjnispector's Signature J National Board, State, Province, and Endorsements Date 3 20 (c ( FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl (1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name Date February 17, 2010 Sheet 1 of 1 Unit TMI-1 C2022184 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way. Kennett Square, PA Address 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ASME Section III 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)MS-V-19C Dresser BL07033 NA NA 1969 Refurbished Yes 7.Description of Work: Removed valve, replaced spindle and disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished valve.8. Tests Conducted Hydrostatic [] Pneumatic [] ' Nominal Operating Pressure [Other El Pressure 866 psig Test Temp. 200 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 81/21/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 (1 FORM NIS-2 (Back)9. Remarks: Removed valve, replaced spindle and disk. lapped and passivated nozzle seat. tested valve, and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratilISI Program Specialist ...-9 --Date February 17,. 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period /h a 7 to 2 -J r- 10 -, and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. ,(4,4 Commissions PA /,d7 /-/ 5473 ,4- i-f. Z../rnspectd'r's Signature y National Board, State, Province, arnd Endorsements Date Dat -2Z 20 10 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section X1 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatinq Station Name Address 3. Work Performed by Exelon Nuclear Name Date February 17, 2010 Sheet 1 of 1 1 Init TMI-l C2022197 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way, Kennett Square, PA Address 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ASME Section III 1968 Edition, N_.A Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code-Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or I_ I I I I No)MS-V-19A Dresser BL07031 NA NA 1969 Refurbished Yes 7. Description of Work: Removed valve, reolaced spindle and disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished valve.8. Tests Conducted Hydrostatic El Pneumatic E] Nominal Operating Pressure [Other F] Pressure 860 psig Test Temp. 200O1F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 Y/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C (/C'?FORM NIS-2 (Back)9. Remarks: Removed valve, replaced spindle and disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlIl Program Specialist &------P l Date February 17, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period d 2 to 2. t and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Commissions PA /1-997 /VB 2.T-7p/ , V,, -National Board, State, Province, and Endorsements fjiispectdes Signa-t6re' /:9 J 0 Q Date Date :Z-4/4 20/ 0 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xi (1. Owner Exelon Nuclear Name 200 Exelon Way. Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Date February 17, 2010 Sheet 1 of 1 Unit TMI-1 C2022176 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Address 3. Work Performed by Exelon Nuclear Name 200.Exelon Way, Kennett Square, PA Address Expiration Date NA 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ASME Section III 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. 0 ASME Name of Name of Manufacturer National.- Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)MS-V- 19D Dresser BL07034 NA NA 1969 Refurbished Yes 7. Description of Work: Replaced valve with new valve. New valve work included reolaced soindle and disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished new valve.8. Tests Conducted Hydrostatic Ej Pneumatic El Nominal Operating Pressure 0 Other [] Pressure 860 psig Test Temp. 200°F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)-9. Remarks: Replaced valve with new valve. New valve work included replaced spindle and disk, lapped and n~iscivated nozzle seat. tested valve, and re-installed refurbished new valve.passivated nozzle seat tested valve and re-installed refurbished new valve Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms to the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlISI Pro-ram Specialist A-J2.-JO .LI.,t Date February 17, 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. Q6102 have inspected the components described in this Owner's Report during the period ,/ '-' to Z. Z V- , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective -measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Commissions PA 0'97 ,Aj1_? 44,15 AN L--4inspect6edSignature V National Board, State, Province, and Endorsements (\_Date/C, Dat '2/ 420 / FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Date February 19, 2010 Sheet 1 of 1 Unit TMI-1 RP9 1Q4R Name Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way, Kennett Square. PA 4.5.6.Address Identification of System 221 -REACTOR VESSEL (a) Applicable Construction Code B31.7 1968 Draft with June 1968 Errata Edition, NA, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. (9 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)NA NA NA NA NA NA Replaced NA 7. Description of Work: Replaced Reactor Coolant Inventory Trackinq System tubing connected adiacent to the Reactor Vessel Closure Head.8. Tests Conducted Hydrostatic El Pneumatic El Nominal Operating Pressure [Other E] Pressure 2176 psig Test Temp. 5320F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 81/2/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C FORM NIS-2 (Back)9. Remarks: Replaced Reactor Coolant Inventory Tracking System tubing connected adjacent to the Reactor\J.q~.p.l Closure Head.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist Date February 19. 2010 Owner or Owner's Designee, Title C CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period /.2 -.3 (- a Y to ) -/.and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owners Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. ndcitees Signature; Commissions PA /cIP67 ijp 4 .A National Board, State, Province, and Endorsements Date Date -ggý11 214 20-2016 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name Date February 19, 2010 Sheet 1 of 1 Unit TMI-1 C2022204 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 200 Exelon Way, Kennett Square, PA Address 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ASME Section III 1968 Edition, NNA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)MS-V-17C Dresser BL07025 NA NA 1969 Refurbished Yes 7.Description of Work: Removed valve, replaced disk, lapped and passivated nozzle seat, tested valve, and re-installed relurbished valve.8. Tests Conducted Hydrostatic [] Pneumatic El Nominal Operating Pressure [Other C1 Pressure 860 psig Test Temp. 200 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 Y2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300. , New York, NY 10017 FORM NIS-2 (Back)9. Remarks: Removed valve, replaced disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlISI Program Soecialist.A-v--3 16,',-AW Date February 19. 2010 Owner or Owner's Designee, Title C>CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period /-7 -0 to ;Z- 2. 1-, , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. lrfspktoýs Signa"YA Commissions PA /,?Kf 7. / /16 6--'7' 14-4.-, National Boaid, State, Province, and Endorsements Date ,at e15 2010 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI (1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatinq Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Date February 19, 2010 Sheet 1 of 1 Unit TMI-1 C2022206 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4.5.6.Address Identification of System 411 -MAIN STEAM SYSTEM (a) Applicable Construction Code ASME Section I11 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. G ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or____ __ _ ____ ___ __ _ ____ ___ No)MS-V-21A Dresser BL07019 NA NA 1969 Refurbished Yes 7. Description of Work: Removed valve, lapped. passivated, and oxidized the disk. lapped and passivated nozzle seat. Sprina and disk holder and guide were replaced. Tested and re-installed refurbished valve.8. Tests Conducted Hydrostatic El Pneumatic [I Nominal Operating Pressure [Other El Pressure 860 psig Test Temp. 200OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is8 12 x 11 in. (2)information in items I through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (EO0030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)©9. Remarks: Removed valve, lapped, passivated, and oxidized the disk, lapped and passivated nozzle seat.Springq and disk holder and guide were replaced. Tested and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVlSI Proaram Specialist .2.o-.J.M'27-,0 Date February 19. 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period Lk1.-7-C-1. to 'P 4J.- I d , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. n Ahpec(or'srsibnature /Commissions PA iP?7 4/,.5- .Y' kd KIJ,-T-.National Board, State, Province, and Endorsements Date Da2-t Z. 20,/-0 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square. PA Address 2. Plant Three Mile Island Generating Station Name Date February 19, 2010 Sheet 1 of 1 Address 3. Work Performed by Exelon Nuclear Name Unit TMI-1 C2022202 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A 200 Exelon Way, Kennett Square, PA Address Expiration Date NA 4. Identification of System 411 -MAIN STEAM SYSTEM 5. (a) Applicable Construction Code ASME Section III 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. 0 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Board Idniiain BitReplaced, or. Stamped Component ,Manufacturer Serial No. oIdentification BuiltReplace t e No. Replacement (Yes or I _ t_ I_ I_ No)MS-V-18C Dresser BL07029 NA NA 1969 Refurbished Yes 7. Description of Work: Removed valve, replaced spindle and disk, lapped and iassivated nozzle seat, tested valve, and re-installed refurbished valve.8. Tests Conducted Hydrostatic 0 Pneumatic 0 Nominal Operating Pressure ED Other El Pressure 860 psig Test Temp. 200°F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)9. Remarks: Removed valve, replaced spindle and disk, lapped and passivated nozzle seat, tested valve, and re-installed refurbished valve.Applicable Manufacturers Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist 29=9. -Date February 19, 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period 7 7- oi to .2 o3- ' and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. >" Commissions PA SoJ(- /j S'7, ,9 £T National Board, State, Province, and Endorsements 7-.Date 20 # cý FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI I 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Date February 17, 2010 Sheet 1 of 1 Unit TMI-1 Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA C2022207 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4.5.Address Identification of System 411 -MAIN STEAM SYSTEM (a) Applicable Construction Code ASME Section III 1968 Edition, NA Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. C 6.ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)MS-V-19B Dresser BL07032 NA NA 1969 Refurbished Yes 7.Description of Work: Removed valve, replaced spindle and disk, passivated seat, tested valve, and re-installed refurbished valve.8. Tests Conducted Hydrostatic L- Pneumatic [] Nominal Operating Pressure [Other 0l Pressure 860 psig Test Temp. 200OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 (k FORM NIS-2 (Back)9. Remarks: Removed valve, replaced spindle and disk, passivated seat, tested valve, and re-installed refurbished valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Proqram Specialist ,1..4-- -Date February 17, 2010 Owner or Owner's Designee, Title C) CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period /L .- -, to .1 -Z --- , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. ______________ _________Commissions PA b/ i / 7 AM SV7 2I? V/4 Inspector's Signaturef National Board, State, Province, and Endorsements K Date 1ý5-ý3/ 7 201o FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South, Middletown, PA. 17057 Address Date January 26, 2010 Sheet 1 of 1 Unit TMI-1 C2022710 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A 3. Work Performed by Exelon Nuclear Name Onnlf 9Ivm~i~n Woa~ Wannnatt qn "tam PA Expiration Date NA Address C?4. Identification of System 824 -REACTOR BUILDING PURGE & KIDNEY SYSTEM 5. (a) Applicable Construction Code See Below Edition, See Below Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or I_ I I No)NA NA NA NA NA NA NA NA 7.8.Description of Work: Tests Conducted Replaced two studs and two nuts on valve AH-V-1 D flanQe (IWE side).Hydrostatic E-] Pneumatic 0 Nominal Operating Pressure [I Other El Pressure 53 psig Test 64 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 i/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)9. Remarks: two studs and two nuts on valve AH-V-1 D.flanae (!WE side).Applicable Manufacturers Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Pro-ram Specialist ".Date January 26, 2010 Owner or Owners Designee, Title 01 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report'during the period 4- 14.- .d to d-,/ and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. (2_.1./s -L4- Commissions PA /99'-7 U4 gi r, A ., lnspores gnature f- National Board, State, Province, and Endorsements Date

• 20/a FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatinq Station Name Rt. 441 South, Middletown, PA. 17057 Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way. Kennett Square. PA Address Date February 4. 2010 Sheet 1 of 1 Unit TMI-1 C2014853 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA C 4. Identification of System 231 -GASEOUS WASTE DISPOSAL SYSTEM 5. (a) Applicable Construction Code See Below Edition, See Below Addenda, N-416-3 Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 throuqh 1996 6. Identification of Components Repaired or Replaced and Replacement Components.

ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)NA NA NA NA NA NA NA NA 7. Description of Work: Replaced valve WDG-V-3 and added support WDG-3000. Design and materials per B31.1. 1967: B31.7Draft February 1968 with June 1968 Errata for fabrication, assembly.erection, inspection and testing (Class N-3).8. Tests Conducted Hydrostatic E] Pneumatic Z Nominal Operating Pressure []Other [] Pressure 53.06 psig Test 62.F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1).size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C FORM NIS-2 (Back)9. Remarks: Reolaced valve WDG-V-3 and added support WDG-3000. Design and materials Per 831.1. 1967: B31.7Draft February 1968 with June 1968 Errata for fabrication, assembly, erection, inspection and testing (Class N-3).Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and thatthis conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist ..-.Date February 4, 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford. CT. 06102 have inspected the components described in this Owner's Report during the period b" , 9- 7 9 to , .5-/6 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. / ..... -.- Commissions PA i,5(7 14 8 4-, J 7 A Z. V, A -Inspe'jcýdes signaitu're V National Board, State, Province, and Endorsements Date Date ~2J~j20)d" FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS K As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address Date January 27. 2010 Sheet 1 of 1 Unit TMI-1 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4. Identification of System 213 -CORE FLOODING SYSTEM 5. (a) Applicable Construction Code 831.1 Edition, 1967, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 0'6.Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or I_1_ No)NA NA NA NA NA NA NA No 7.8.Description of Work: Replaced snubber CF-14 eve bolt and snubber with new previously tested snubber.Tests Conducted Hydrostatic El Pneumatic [E Nominal Operating Pressure E0 Other ED Pressure Snubber per 1410-Y-34 psig Test Temp. NA°F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)(9. Remarks: Replaced snubber CF-14 eye bolt and snubber with new previously tested snubber.Applicable Manufacturer's Data Aeports'to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Program Specialist -Z)9.4- Date January 27, 2010 Owner or Owner's Designee, Title QCERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford. CT, 06102 have inspected the components described in this Owner's Report during the period / -Z7- / 0 to 1- Y -/' , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in thisOwner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection.7 .. Commissions PA /I-!,4 7 Ai'. 5?. 7 1 , -inspi6tor's 8,griature National Board, State, Province, and Endorsements Date -q. Z/ 20/,l FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl'(...,, ..1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generatincq Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address Date February 4. 2010 Sheet 1 of 1 Unit TMI-1 R2125079 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA 4. Identification of System 223 -PRESSURIZER

5. (a) Applicable Construction Code ASME Section III 1971 Edition, Summer1973, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 C'6.Identification of Components Repaired or Replaced and Replacement Components.

ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)RC-RV-1B Dresser BR06613 NA NA 1977 NA Yes 7.8.Description of Work: Removed, tested, refurbished, and re-installed valve.Tests Conducted Hydrostatic [I Pneumatic El Nominal Operating Pressure [Other [] Pressure 2176 psig Test Temp. 532 0 1F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 V/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C C C FORM NIS-2 (Back)9. Remarks: Removed, tested, refurbished, and re-installed valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/IlSl Program Specialist .---) Date February 4, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford. CT, 06102 have inspected the components described in this Owner's Report during the period Y -'4. c to :4 -, -/ 0 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. 4 Commissions PA i &'7 0 1 '-1; F. /4,'4.National Board, State, Province, and Endorsements Insijeetor's Signature 0 Q, Date/ A -4 20 icl FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Address 3. Work Performed by Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Date February 4. 2010 Sheet I of 1 Unit TMI-1 R21 2'0I41 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A.Expiration Date NA 4.5.6.Address Identification of System 223 -PRESSURIZER (a) Applicable Construction Code ASME Section III 1971 Edition, Summer1973, Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Identification of Components Repaired or Replaced and Replacement Components. C©ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. BNo. Identification Built Replacement (Yes or No)RC-RV-1A Dresser BR06612 T NA NA 1977 Replaced Yes 7. Description of Work: Removed valve and replaced with prevlously refurbished/tested valve that has been previously in service at TMI.8. Tests Conducted Hydrostatic L] Pneumatic E" Nominal Operating Pressure [Other L] Pressure 2176 psig Test Temp. 532 0 F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 81/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 L FORM NIS-2 (Back)9. Remarks: Removed valve and replaced with Previously refurbished/tested valve that has been Previously in service at TMI.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratiVISI Proqram Specialist ,.Date February 4, 2010 Owner or Owner's Designee, Title C? CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period (L. a- . to ýZ- --6 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. .-.', //;_,-7,.. Commissions PA "I_,7 V,,J 15- 3 -E L l 1 ,.lnspefor's Sigriatur-National Board, State, Province, and Endorsements Date Date- 2 0 / *c FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner Exelon Nuclear Name 200 Exelon Way, Kennett Square, PA Address Date February 4. 2010 Sheet 1 of 1 2. Plant Three Mile Island Generating Station Unit TMl-1 Name Address 3. Work Performed by Exelon Nuclear Name R2119709 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp NIA Authorization No. N/A 200 Exelon Wav. Kennett Sauare. PA Expiration Date NA.Address 4. Identification of System 223 -PRESSURIZER

5. (a) Applicable Construction Code ASME Section III 1971 Edition, Summeri1973, Addenda, NA Code Case (b) Applicable Edition of Section Xl Utilized for Repairs or Replacements 1995 throuqh 1996 0 6.Identification of Components Repaired or Replaced and Replacement Components.

ASME National Repaired, Code Name of Name of Manufacturer Board Other Bi Replaced, or Stamped Component Manufacturer Serial No. No. Identification Built Replacement (Yes or No)RC-RV-2 Dresser BS03989 NA NA 1978 NA Yes 7. Description of Work: Removed, tested, and refurbished valve serial number BS03989 per Exelon SnecificatiOn SP- 101 017 8. Tests Conducted Hydrostatic E]Pneumatic -" Nominal Operating Pressure 0 Other [] Pressure 2176 psig Test Temp. 532PF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 81/21/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 C FORM NIS-2 (Back)9. Remarks: Removed, tested, and refurbished valve serial number BS03989 per Exelon Specification 8P-1101-12-087. Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene NavratilISI Program Specialist Date February 4, 2010 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period 2I--o" '9 to /(- 2 4 , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. i.nspector's Signature /Commissions PA Y/J47 iV-ý 46 7& -C, -A 4.National Board, State, Province, and Endorsements /Date Date,/3 -~-/20 /-0 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner Exelon Nuclear Date January 26, 2010 Name 200 Exelon Way, Kennett Square, PA Sheet I of 1 Address 2. Plant Three Mile Island Generatina Station Unit TMI-1 Name Rt. 441 South, Middletown., PA. 17057 C2019390 Address Repair Organization P.O. No., Job No., etc.3. Work Performed by Exelon Nuclear Type Code Symbol Stamp N/A Name Authorization No. N/A 200 Exelon Way, Kennett Square, PA Expiration Date NA Address 4. Identification of System 212 -LPI/DECAY HEAT REMOVAL SYSTEM 5. (a) Applicable Construction Code See Below Edition, See Below Addenda, NA Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 O 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacturer Serial No. Board Identification Built Replaced, or Stamped No. Replacement (Yes or No)NA NA NA NA NA NA NA NA 7. Description of Work: Replaced one stud and two nuts on valve DH-V-38B bonnet without removing bonnet.8. Tests Conducted Hydrostatic EJ Pneumatic 0 Nominal Operating Pressure Ii Other 0 Pressure iST Pressure psig Test NA F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 81/1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet Is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 Law drive, Box 2300, Fairield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)9. Remarks: Replaced one stud and two nuts on valve DH-V-38B bonnet.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Proqram Specialist -.-.-R --- Date January 26, 2010 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period 31- 3c,. 6q.) to ". -- ) , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owners Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. 4 Commissions PA i1 9 e 9 7 AJ 5- 7 0 Z: Ai ,4-National Board, State, Province, and Endorsements ,/ inspe6tor~s gingtre I Q Date9n3 on FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI 1. Owner AmerGen Energy Comp. LLC Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South, Middletown, PA. 17057 Address 3. Work Performed by AmerGen Energy Como.Name 200 Exelon Way, Kennett Square, PA Address Date October 3. 2008 Sheet 1 of 1 Unit TMI-1 R2079136 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date NA.C 4. Identification of System 153 -REACTOR BUILDING 5. (a) Applicable Construction Code B31.1, 1967 (Materials & Design), B31.7. Feb. 1968 Draft with June 1968 Errata (Fabrication, Assembly, Erection, Test) Addenda, N/A Code Case (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1992 through 1992 Addenda 6. Identification of Components Repaired or Replaced and Replacement Components. ASME Name of Name of Manufacturer National Other Yr Repaired, Code Board Replaced, or Stamped Component Manufacturer Serial No. No. Identification Built No. Replacement (Yes or No)Penetration NA NA NA NA NA NA No 212 7.8.Description of Work: Tests Conducted Replaced one blind flange bolt and nut.Hydrostatic El Pneumatic E]Nominal Operating Pressure E]Other El Pressure NA psig Test Temp. NA OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2/ x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)(0&9. Remarks: Replaced one blind flange bolt and nut.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil/ISI Progqram Specialist -O.Q-- Date October 17, 2008 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period to 0/ , ,/ ,and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector nor his employer. makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. lnj lectdi` a t ure Commissions PA 2372 (N&I).National Board, State, Province, and Endorsements 61' j17 Date 20 O L FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl Owner AmerGen Eneraqy Comp. LLC Name 200 Exelon Way, Kennett Square. PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South, Middletown, PA, 17057 Address 3. Work Performed by AmerGen Energy Comp.Name 200 Exelon Way, Kennett Square, PA Address Date 04/18/2008 Sheet 1 of 1 Unit TMI-1 C2016361 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date N/A 4. Identification of System 220- Pressurizer

5. (a) Applicable Construction Code ASME Section III Edition, 1967, Addenda, Summer 1967 Code Case N/A (b) Applicable Edition of Section Xl Utilized for Repairs or Replacements 1995 through 1996 Addenda 6.Identification of Components Repaired or Replaced and Replacement Components.

ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacture Serial No. Board Identification Built Replaced, or Stamp-r No. Replacement ed(Yes Sor No)RC-RV-1A (SN BL- NA NA NA NA NA NA Yes 08897) 1 1 1 1 1 1 1 7. Description of Work: Refurbish and test valve.8. Tests Conducted Hydrostatic []Pneumatic 0]Nominal Operating Pressure Z Other E] Pressure 2160 psig Test Temp. 538 OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 /2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)K 9. Remarks: Refurbish and test valve.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N Certificate of Authorization No.Expiration Date N/A Signed Gene Navratil, ISI Program Engineer D--L .- /ate April 18, 2008 Owner or Owner's Designee, Title c©CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period ýQ/ -2 to __________ and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XI.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, conceming the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any, kind arising from or connected with this inspection.. 2 ,*'-~ Comm issions PA2372 -lnspecqy*'sSfgnat~re National Board, State, Province, and Endorsements Date Date 20 Oo 2 0 c"-3 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS ( As required by the Provisions of the ASME Code Section Xl 1. Owner AmerGen Energv Como. LLC Date 06/20/2008 Name 200 Exelon Way, Kennett Square, PA Sheet 1 of 1 Address 2. Plant Three Mile Island Generating Station Unit TMI-1 Name Rt. 441 South, Middletown, PA. 17057 C2014757 Address Repair Organization P.O. No., Job No., etc.3. Work Performed by AmerGen Energy ComD. Type Code Symbol Stamp N/A Name Authorization No. N/A 200 Exelon Way, Kennett Square, PA Expiration Date N/A Address 4. Identification of System 212- Decay Heat Removal 5. (a) Applicable Construction Code B31.7 Edition, 1968 draft, Addenda, June Errata Code Case N/A (b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 throuqih 1996 Addenda 6. Identification of Components Repaired or Replaced and Replacement Components. ASME NamealReaieofCd Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacture Serial No. Board Identification Built Replaced, or Stamp-r No. Replacement ed (Yes I I__ I__Ior No)DH-V-19B NA NA NA NA NA NA No 7. Description of Work: Replaced valve internals and bonnet.8. Tests Conducted Hydrostatic E- Pneumatic E] Nominal Operating Pressure [Other E] Pressure 165 psig Test Temp. 105 OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 /2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 FORM NIS-2 (Back)(0 (, " 9. Remarks Replaced valve internals and bonnet.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section Xl.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil, ISI Pro-gram Engineer .-Date June 20, 2008 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford. CT, 06102 have inspected the components described in this Owner's Report during the period to , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector. nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Inspector's Sig K National Board, State, Province, and Endorsements Y 20..Q&Date t FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section Xl 1. Owner AmerGen Energy Comp. LLC Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South, Middletown, PA. 17057 Address 3. Work Performed by AmerGen Energy Comp.Name 200 Exelon Way, Kennett Square, PA Date 06/20/2008 Sheet 1 of 1 Unit TMI-1 C2014756 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date N/A Address 4. Identification of System 212- Decay Heat Removal 5. (a) Applicable Construction Code B31.7 Edition, 1968 draft, Addenda, June Errata Code Case N/A (b) Applicable Edition of Section Xl Utilized for Repairs or Replacements 1995 through 1996 Addenda 6. Identification of Components Repaired or Replaced and Replacement Components. 0 ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacture Serial No. Board Identification Built Replaced, or Stamp-r No. Replacement ed (Yes or No)DH-V-19A NA NA NA NA NA NA No Description of Work: ReoI~ced v~Iv~ intern~l~ ~nd honnet 7.Renlaced valve internals and bonnet 8. Tests Conducted Hydrostatic El Pneumatic E] Nominal Operating Pressure 0 Other [-] Pressure 165 psig Test Temp. 105 -F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items I through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300., New York, NY 10017 f FORM NIS-2 (Back)9. Remarks Replaced valve internals and bonnet.Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil, ISI Pro-gram Engineer .',t_ $ Date June 20, 2008 Owner or Owner's Designee, Title CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period Z1--7 a to 6, /-/0: ,and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section XA.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owners Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. nspectoes!inature Commissions PA2372 (N&I)_National Board, State, Province, and Endorsements (Date a_2/_ _ _ 20L0,9 FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS ( As required by the Provisions of the ASME Code Section XI 1. Owner AmerGen Energy Comp. LLC Date 05/19/2008 Name -200 Exelon Way, Kennett Square, PA Sheet 1 of 1 Address 2. Plant Three Mile Island Generating Station Unit TMI-1 Name Rt. 441 South, Middletown, PA, 17057 C2017025 Address Repair Organization P.O. No., Job No., etc.3. Work Performed by AmerGen Energy Comp. Type Code Symbol Stamp N/A Name Authorization No. N/A 200 Exelon Way, Kennett Square, PA Expiration Date N/A Address 4. Identification of System 211- HPI/MAKEUP & PURIFICATION

5. (a) Applicable Construction Code B31.7 Edition, 1968 draft, Addenda, June errata Code Case N/A C, .(b) Applicable Edition of Section XI Utilized for Repairs or Replacements 1995 through 1996 Addenda 6. Identification of Components Repaired or Replaced and Replacement Components.

ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacture Serial No. Board Identification Built Replaced, or Stamp-r No. Replacement ed (Yes or No)MU-P-lB NA NA NA NA NA NA No Bolting I I I I I I 1 _ _7. Description of Work: Replace inlet flange bolting one at a time.8. Tests Conducted Hydrostatic E0 Pneumatic El Nominal Operating Pressure [Other E] Pressure 35 psig Test Temp. 95 OF NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 Y2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300. , New York, NY 10017 FORM NIS-2 (Back)9. Remarks None Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil, ISI Program Date May 19, 2008 Owner or Owner's Designee, Title 0 CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT, 06102 have inspected the components described in this Owner's Report during the period Y1 to ,_____ _ _o_ /0, and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. ,'~YT/w~Inspe6ofr's SigFiture '5/C)Commissions PA2372 (N&I)_National Board, State, Province, and Endorsements Date 20 03 C FORM NIS-2 OWNER'S REPORT FOR REPAIRS OR REPLACEMENTS As required by the Provisions of the ASME Code Section XI I. Owner AmerGen Energy Coma. LLC Name 200 Exelon Way, Kennett Square, PA Address 2. Plant Three Mile Island Generating Station Name Rt. 441 South., Middletown, PA. 17057 Address 3. Work Performed by AmerGen Energy Comp.Name 200 Exelon Way, Kennett Square. PA Address Date 05/19/2008 Sheet 1 of 1 Unit TMI-1 C201 6502 Repair Organization P.O. No., Job No., etc.Type Code Symbol Stamp N/A Authorization No. N/A Expiration Date N/A 4. Identification of System 211- HPI/MAKEUP & PURIFICATION

5. (a) Applicable Construction Code B31.7 Edition, 1968 draft, Addenda, June errata Code Case N/A (b) Applicable Edition of Section Xl Utilized for Repairs or Replacements 1995 through 1996 Addenda 6. Identification of Components Repaired or Replaced and Replacement Components.

C ASME Name of Name of Manufacturer National Other Yr Repaired, Code Component Manufacture Serial No. Board Identification Built Replaced, or Stamp-r No. Replacement ed (Yes......... ..__or N o)MU-P-IA NA NA NA NA NA NA No Bolting I I I I I I _I __7. Description of Work: 8. Tests Conducted Replace inlet flange bolting one at a time.Hydrostatic E] Pneumatic El Nominal Operating Pressure 0 Other E] Pressure 35 psig Test Temp. 95 -F NOTE: Supplemental sheets in form of lists, sketches, or drawings may be used, provided (1) size is 8 1/2 x 11 in. (2)information in items 1 through 6 on this report is included on each sheet, and (3) each sheet is numbered and the number of sheets is recorded at the top of this form.This Form (E00030) may be obtained from the Order Dept., 22 law drive, Box 2300, Fairfield, NJ 07007-2300. , New York, NY 10017 FORM NIS-2 (Back)(9. Remarks None Applicable Manufacturer's Data Reports to be attached CERTIFICATE OF COMPLIANCE I certify that the statements made in the report are correct and that this conforms the requirements of ASME Code, Section XI.Type of Code Symbol Stamp N/A Certificate of Authorization No. N/A Expiration Date N/A Signed Gene Navratil. ISI Program Engineer , -'e- / , Date May 19, 2008 Owner or Owner's Designee, Title)CERTIFICATE OF INSERVICE INSPECTION I, the undersigned, holding a valid commission issued by the National Board of Boiler and Pressure Vessel Inspectors and the State or Province of Pennsylvania and employed by. Hartford Steam boiler I & I Co of CT of Hartford, CT. 06102 have inspected the components described in this Owner's Report during the period / 3 to , and state that to the best of my knowledge and belief, the Owner has performed examinations and taken corrective measures described in this Owner's Report in accordance with the requirements of the ASME Code, Section Xl.By signing this certificate neither the Inspector nor his employer makes any warranty, expressed or implied, concerning the examinations and corrective measures described in this Owner's Report. Furthermore, neither the Inspector nor his employer shall be liable in any manner for any personal injury or property damage or a loss of any kind arising from or connected with this inspection. Date Inspectors Sigyture /Commissions PA2372 (N&I)National Board, State, Province, and Endorsements 20 TM1-10-033 April 21, 2010 ENCLOSURE 3 Topical Report No. 203 Revision 0 Page 1 of 48 3 5 th Year Reactor Building Tendon Surveillance (Period 9)(Rev 0)Author Co-Author Date Date Date El Yes ZNo Reviewer Design Verification Required?Date Section Manager Topical Report No. 203 Revision 0 Page 2 of 48 Table of Contents 1. PURPOSE AND INTRODUCTION p6 2.

SUMMARY

OF WORK PERFORMED AND INSPECTION RESULTS p8 2.1 Work Performed p8 2.1.1 Post-Tensioning System Testing and Examination p8 2.1.2. Containment Surface Examination p9 2.2 Inspection Results p9 2.2.1 Post-Tensioning System p9 2.2.2 Containment Surface p11 3. POST-TENSIONING SYSTEM TESTS AND EXAMINATION p12 3.1 Tendon End Anchorage Forces p13 3.1.1 Individual Tendon Forces p13 3.1.2 Group Mean Forces p13 3.1.3 Projected Group Mean Forces p14 3.1.4 Control Tendon Force Trends p16 3.2 Tendon Elongations and Re-Tensioning p17 3.2.1 Elongations p17 3.2.2 Re-Tensioning p19 3.3 End Anchorage Condition p19 3.3.1 Corrosion p19 3.2.2 Physical Damage p20 3.3.3 Missing Button Heads p20 3.3.4 Unseated Button Heads p20 3.3.5 Concrete Within Two Feet of Bearing Plate p20 3.4 3.5 3.6 3.7 3.8 3.9 Topical Report No. 203 Revision 0 Page 3 of 48 Specimen Wire Test Results p2 2 Corrosion Protection Medium Test Results p2 3 Corrosion Protection Medium Removal / Replacement p23 Free Water Accumulation p23 Tendon End Anchorage Cover Examination p2 4 Topical Report No. 183 Examination and Test Commitments p24 4. CONTAINMENT SURFACE EXAMINATIONS p25 4.1 Overall Concrete Surface Condition p25 4.2 Previously Documented Conditions p25 4.3 Tendon End Anchorage Bearing Plate Condition p25 4.4 Concrete Cracks at Selected Dome Tendon Anchorage Areas p26 5. REPAIRS AND FOLLOW-UP EXAMINATIONS p27 5.1 Repairs p27 5.2 Follow-Up Examinations During 1 Year Containment Opening Examination p27 5.3 Follow-up Examination During 4 0 th Year ISI p27 6. CONCLUSIONS p29 7. REFERENCES p3l 8. TABLES AND FIGURES p33 8.1 Tables p33 Table 3-1 Measured End Anchorage Forces and Predicted Forces p3 4 Table 3-2 Normailzed Tendon Forces and Group Mean Forces p35 Table 3-3 Summary of Vertical Tendon Forces p36 Table 3-4 Summary of Hoop Tendon Forces p37 Topical Report No. 203 Revision 0 Page 4 of 48 Table 3-5 Summary of Dome Tendon forces p38 Table 3-6 Corrosion Protection Medium Test Results p39 Table 3-7 Corrosion Protection Medium -Quantities Removed / Replaces p40 8.2 Figures p 4 1 Figure 3-1 Vertical Tendon Force Trend p42 Figure 3-2 Hoop Tendon Force Trend p43 Figure 3-3 Dome Tendon Force Trend p44 Figure 3-4 Vertical Control Tendon V-32 p45 Figure 3-5 Hoop Control Tendon H62-26 p46 Figure 3-6 Dome Control Tendon D-225 p47 ATTCHMENT 1: Final Report for the Three Mile Island Unit 1 351h Year containment Building Tendon Surveillance p48 Table of Contents DOCUMENT COVER SHEET ABSTRACT TABLE OF CONTENTS

1.0 INTRODUCTION

Table 1-1: Three Mile Island -Surveillance Tendons Table 1-2: Three Mile Island -Gasket Repair Tendons 2.0 SURVEILLANCE PROCEDURES

3.0 SHEATHING

FILLER ANALYSIS Table 3-1: Laboratory Analysis of Sheathing Filer 4.0 ANCHORAGE COMPONENTS Table 4-1: SQ6.0 -Grease Cap Removal -Surveillance Tendons Table 4-2: SQ6.0 -Grease Cap Removal -Gasket Repair Tendons Table 4-3: SQ6.1 -Inspection for Water -Surveillance Tendons Table 4-4: SQ6.1 -Inspection for Water -Gasket Repair Tendons Table 4-5: Detailed Anchorage Inspection -Surveillance Tendons Table 4-6: Buttonhead Count -Surveillance Tendons Table 4-7: Detailed Concrete Inspection -Surveillance Tendons Table 4-8: SQ7.1 -Thread Measurements -Surveillance Tendons 5.0 HYDRAULIC JACK CALIBRATIONS Table 5-1: Hydraulic Jack Calibrations Topical Report No. 203 Revision 0 Page 5 of 48 6.0 TENDON LIFTOFFS Table 6-1: Monitoring Tendon Force Table 6-2: Monitoring tendon Force -Normalized Force 7.0 WIRE INSPECTION AND WIRE TESTING Table 7-1: Visual Inspection and Tensile Testing of Wires 8.0 TENDON RETENSIONING AND RESEALING Table 8-1: Retensioning Table 8-2: SQ 12.0 -Grease Cap Replacement -Surveillance Tendons Table 8-3: SQ12.0 -Grease Cap Replacement -Gasket Repair Tendons Table 8-4: SQ 12.1 -Grease Loss vs. Grease Replacement -Surveillance Tendons Table 8-5: SQ 12.1 -Grease Loss vs. Grease Replacement -Gasket Repair Tendons 9.0 COMPARISON WITH ORIGINAL INSTALLATION DATA Table 9-1: Comparison with Original Installation Data

10.0 CONCLUSION

11.0 REFERENCE DOCUMENTS APPENDICIES APPENDIX A: SURVEILLANCE DATA SHEETS APPENDIX B: LABORATORY ANALYSIS OF SHEATHING FILLER APPENDIX C: JACK CALIBRATIONS APPENDIX D: PSC SURVEILLANCE PROCEDURES APPENDIX E: TMI SURVEILLANCE PROCEDURES APPENDIX F: GAUGE CALIBRATION SHEETS APPENDIX G: CORRESPONDENCE APPENDIX H: GENERAL CONTAINMENT CONCRETE INSPECTION Topical Report No. 203 Revision 0 Page 6 of 48 1. PURPOSE AND INTRODUCTION This topical report documents the results of the 3 5 th Year (Period 9) Reactor Building In-Service Inspection. This in-service inspection (ISI), also referred to herein as a surveillance, is performed at 5 year intervals to demonstrate the continuing structural integrity of the reactor building, or, containment. This topical report also serves as the Engineering Evaluation Report required by 10CFR50.55a and the ASME Boiler and Pressure Vessel Code, Section XI, Sub-Section IWL, Par. IWL-3310. The ISI Summary Report and the NIS-1 and NIS-2 forms identified in Sub-Section IWA, Article IWA-6000 and required by 10CFR50.55a, are separate documents. The ISI, performed per Technical Specification 4.4.2.1, meets the requirements of USNRC Regulation 1OCFR50.55a and, as referenced in that regulation, the requirements of the 1992 Edition (with 1992 Addenda) of the ASME Boiler and Pressure Vessel Code, Section XI, Subsection IWL. The ISI, also referred to as a surveillance, meets the requirements described in the FSAR and is performed in accordance with TMI-1 Surveillance Procedure 1301-9.1.The ISI is comprised of the measurements, examinations, tests and related activities identified in Section 2 below.Surveillance activities also included replacement of leaking end cap gaskets in the tendon gallery.Measurements, examinations and tests on randomly selected tendons have been done on a regular basis throughout the life of the plant. Complete examination of the containment exterior as specified in Sub-Section IWL, examination of tendon end anchorage caps and tendon force trend extrapolation, commenced with the Period 7 surveillance (performed in 2000) in accordance with requirements introduced in a 1996 amendment to 10CFR50.55a. The Period 9 surveillance is the third to be conducted per 10CFR50.55a and Sub-Section IWL. The first, the Period 7, and second, the Period 8 surveillance, are documented in topical Reports No. 136 and 183.The remainder of this topical report is divided into the following sections: Section 2, Summary of Work Performed and Inspection Results, is a synopsis of ISI activities and findings.Section 3, Post-Tensioning System Examinations and Tests, describes measurements, tests, and examinations performed on post-tensioning system components (except bearing plate examinations performed as a part of the overall containment exterior examination), tabulates results, provides a detailed development of tendon force trend extrapolation and includes evaluations of conditions that do not meet acceptance criteria. Post-tensioning Topical Report No. 203 Revision 0 Page 7 of 48 system examinations and tests performed to satisfy the topical Report 183 commitments are also covered in this section.Section 4, Containment Surface Examinations, describes the examination process, discusses examination findings and includes evaluations of conditions that do not meet acceptance criteria. Containment surface examinations performed to satisfy the Topical Report 183 commitments are also covered in this section Section 5, Repairs and follow-Up Examinations, is a summary list of required repair work and damage / deteriorated area re-examinations to be done during the 4 0 th year surveillance. Section 6, Conclusions, summarizes overall conclusions regarding containment integrity as demonstrated by the ISI.Section 7, References, identifies the documents that govern the performance of the ISI and that are otherwise cited in this report.Section 8, Tables and Figures, includes tables and figures referenced in preceding sections of the report.Section 9, Attachment 1, is the detailed report submitted by the ISI contractor. This report includes field data sheets. Topical Report No. 203 Revision 0 Page 8 of 48 2.

SUMMARY

OF WORK PERFORMED AND INSPECTION RESULTS The work performed during the 35th year surveillance and the results of these examinations and tests are summarized in 2.1 and 2.2 below.2.1 Work Performed The 3 5 th year surveillance consisted of testing and visual examination of a randomly selected sample of post-tensioning tendons and a visual examination of the accessible containment exterior.2.1.1 Post-Tensioning System Testing and Examination The following tendons, except as noted, were randomly selected for testing and examination. Tendons V-32, H62-26, and D-225, identified as the control tendons, are included in the successive surveillance samples. The initial size, nominally 2% of the tendons in each group (vertical, hoop, dome) or 5 tendons, whichever is less (but at least 3 tendons), meets the requirements of Sub-Section IWL, Par. IWL-252 1. Dome tendon D-342 could not be fully examined for safety reasons during the 3 0 th year surveillance, and was added to the scope of the 3 5 th year surveillance.

• Vertical Tendons: V-1 1, V-32, V-90, V-132* Hoop Tendons: H13-41, H24-33, H46-50, H51-49, H62-26* Dome Tendons: D-122, D-225, D-322, D-342 Examinations and tests consisted of the following activities, with exceptions as noted.Examinations and tests were performed in accordance with Surveillance Procedure 1301-9.1, which incorporates the applicable requirements of the 1992 Edition (with 1992 Addenda) of the ASME Boiler and Pressure Vessel Code, Section XI, Sub-Section IWL and the additional requirements specified in 1OCFR50.55a(b)(2)(viii).

The surveillance procedure also incorporates applicable requirements of the UFSAR.* Collection of corrosion protection medium (CPM) samples from each end of each tendon (no samples taken from the ends of tendons which only had grease cans repaired) and laboratory tests on these to determine water content, concentration or corrosive ions and reserve alkalinity.

• Visual examination of end anchorage hardware (button heads, anchor heads, shims and bearing plates) and concrete within 2 feet of the bearing plate." Measurements of end anchorage force using the feeler gage pull out procedure described in Surveillance Procedure 1301-9.1.

Topical Report No. 203 Revision 0 Page 9 of 48" De-tensioning of one tendon in each group and extraction of a specimen wire for visual examination and tensile tests.* Re-tensioning of the de-tensioned tendons with measurement of elongations at several loads.* Refilling tendon ducts and end caps with CPM (quantities of CPM removed and replaced measured and documented). Also, all tendon end anchorage covers were examined for damage and CPM leakage in accordance with the requirements of 1 OCFR50.55a(b)(2)(viii)(A).

2.1.2 Containment

Surface Examination The entire accessible concrete surface of the containment was visually examined using the VT-3C procedure defined in ASME Section XI Sub-Section IWL, Par. IWL-23 10.This examination was performed directly (without optical aids) and remotely using binoculars. Tendon anchorage end caps and bearing plates were examined at the same time.The concrete was examined for evidence of cracking, spalling, efflorescence and other types of damage / deterioration as identified in ACI 201.1 R. This examination was also focused, as specified in 10CFR50.55a(b)(2)(viii)(D)(3), on CPM seepage through the concrete.Bearing plates were examined for detached or missing coatings and corrosion. Topical Report No. 183, Section 5.2, specifies that detailed examinations of previously identified concrete surface conditions be performed during the 3 5 th year ISI. These were performed using the VT- 1C detailed visual examination procedure defined in IWL-23 10.2.2 Inspection Results The results of the 3 5 th Year (Period 9) Reactor Building In-Service Inspection are summarized below.2.2.1 Post-Tensioning System The results of the post-tensioning system examinations, measurements and tests met prescriptive acceptance criteria and the one exception was shown to be acceptable by evaluation. A listing of specific results follows.* All tendon forces were above 95% of the predicted values. Topical Report No. 203 Revision 0 Page 10 of 48* Vertical, hoop, and dome tendon normalized group mean forces were above the minimum required levels." The 95% lower confidence limits on vertical, hoop and dome tendon force trends projected to the latest date for the completion of the 4 0 th year ISI were above the minimum required levels for those groups." Elongations measured during re-tensioning of de-tensioned tendons were within 10% of previously measured values as corrected for jack pull rod elongations.

• End anchorage hardware items, with the exception of several tendon gallery bearing plates, were free of active corrosion, cracking and distortion.

A number of tendon gallery bearing plates are frequently wetted by ground water seepage between the gallery walls and the Reactor Building base mat. This has caused minor corrosion on several plates. There is no significant loss of metal and, at the present time, no need to take remedial action other than re-examination during the 40th year surveillance.

• All as found button head conditions were as documented during construction.

One button head at the shop end of D-322 was found to be unseated following re-tensioning of this tendon, which was de-tensioned for test wire removal. This is attributable to binding of the wires and transfer of force by friction in the wire bundle rather than bearing at the button head. The condition was accepted by evaluation.

• The tensile strength and elongation (at failure) of all wire test samples were above the minimum required values.* Water content, corrosive ion concentration and reserve alkalinity of all corrosion protection medium samples met acceptance criteria.* No free water was found at tendon anchorages.
• Concrete adjacent to end anchorages of the surveillance tendons was free of cracks over 0.01 inches wide.* The differences between the quantities of corrosion protection medium removed from sample tendons and the quantities replaced were all within 10% of net duct volume.* All end anchorage covers (grease caps) were free of damage with the exception of minor active corrosion on the flange of the V84 cap in the tendon gallery. Nine vertical tendon end caps showed signs of significant grease leakage through the gaskets, which were replaced.

Only a few other grease caps showed signs of CPM leakage and the leakage observed was deemed to be insignificant. Topical Report No. 203 Revision 0 Page 11 of 48 2.2.2 Containment Surface Concrete and tendon anchorage bearing plates were generally free of damage /deterioration. Minor active corrosion was noted on several bearing plates in the tendon gallery, a result of ground water seepage between the gallery outer wall and the Reactor Building base mat. Loss of metal is not significant. Remedial action, other than re-examination during the 40 year surveillance, is not considered necessary at this time.Minor seepage of corrosion protection medium (CPM) through vertical cracks in the lower wall was found to be continuing at a nominal rate unchanged from that observed during the 30 year surveillance. This is expected since most of the CPM in the TMI tendon ducts is an older formulation that liquefies at a relatively low temperature. Most of the seepage was noted in the area below the equipment opening. Ducts in this area are curved to pass around the opening and are sheet metal fabricated with rolled seams that are not leak tight. The seepage, which has no structural significance, is monitored and corrective action will be taken to top off vertical tendon CPM levels if seepage rates warrant. Topical Report No. 203 Revision 0 Page 12 of 48 3. POST-TENSIONING SYSTEM TESTS AND EXAMINATION The following tests and examinations were performed to assess the continuing quality and integrity of the post-tensioning system.* Measurement of tendon end anchorage force.* Measurement of tendon elongation during re-tensioning." Measurement of wire test specimen strength and elongation at failure." Chemical analysis to determine corrosion protection medium test specimen water content, reserve alkalinity and concentration of corrosive ions.* Visual examination of post-tensioning system components, as well as concrete adjacent to bearing plates, to detect accumulation of free water, corrosion, deformation, cracking, wire breakage and wire button head failure." Visual examination of tendon end anchorage covers (grease caps) to detect damage and corrosion protection medium leakage.All but the last of the above tests and examinations involved a small sample of the total tendon population. All tendon end anchorage covers were examined.Tendons, except control tendons, initially selected for tests and examinations were randomly picked from a population that included all tendons not examined during a prior surveillance. Control tendons are common to consecutive surveillances. Sample tendons, identified in Surveillance Procedure 1301-9.1, enclosure 2, are listed below.Vertical tendons: V-11, V-32 (control), V-90 and V-123 Hoop Tendons: H13-41, H24-33, H46-50, H51-49 and H62-26 (control)Dome Tendons: D-122, D-225 (control), D-322 and D-342 (added scope from 3 0 th year')Tendon D342 was randomly selected for examination during Surveillance

8. Since one end of this tendon is located over the main steam safety and dump valve discharge piping, safety considerations limited the scope of the examination that could be performed while the plant was operating.

The full set of tests and examinations of D342 was performed during Surveillance

9.

Topical Report No. 203 Revision 0 Page 13 of 48 One tendon in each group (vertical, hoop and dome) was selected for de-tensioning and removal of a specimen wire for testing.3.1 Tendon End Anchorage Forces Tendon end anchorage forces were measured using the liftoff technique described in Surveillance Procedure 1301-9.1. Forces were measured at both ends of hoop and dome tendons and at only the upper ends of vertical tendons.Acceptance criteria cover individual tendon forces, current group mean forces and projected group mean forces. These forces and the associated criteria are discussed in the following paragraphs.

3.1.1 Individual

Tendon Forces Table 3-1 lists measured end anchorage forces, tendon mean end forces (for hoop and dome tendons, the average of individual end anchorage measurements) and lower acceptance limits 2.The acceptance limits are equal to 95% of the forces predicted for the individual tendons. Predictions are documented in Calculation DC-5390-225.01-SE. As shown in the table, all tendon forces (mean end forces) are above the lower acceptance limits. Furthermore, the forces in all tendons except H 13-41, V32, and V90 are above the predicted levels. The forces in the three aforementioned tendons are 99.8%, 99.5%, and 99.6% of their predicted forces, respectively. In addition, all measured end anchorage forces are below 1,394 kip (0.7 Guaranteed Ultimate Tensile Strength, GUTS)3.1.2 Group Mean Forces The mean forces in each group of tendons must be equal to or greater than the minimum required force for the group as stated in Par. 9.3.1 of Surveillance Procedure 1301-9.1.The minimum required force values are: Vertical Tendons: 1,033 kip Hoop Tendons: 1,108 kip Dome Tendons: 1,064 kip 2 There is no stated upper limit; however, no measured force exceeded the implicit upper limit of 0.7 GUTS (Guaranteed Ultimate Tensile Strength), which is the stated upper limit on re-tensioning force. For the tendons examined during the 3 5 th year surveillance, all of which have 169 effective wires, 0.7 GUTS equates to 1,394 kip. Topical Report No. 203 Revision 0 Page 14 of 48 During construction of the containment, individual tendons were tensioned to anchorage forces between about 0.70 and 0.74 GUTS. These force differences remain throughout the life of the structure. Also, as tendons were tensioned in sequence, force in any tendon falls (elastic shortening loss) during subsequent tensioning of tendons in the same group.Surveillance samples are quite small, nominally 2% of the tendons in each group. For this reason, there is a relatively high probability that the samples will consist of tendons initially tensioned to the high end or the low end of the acceptance range and / or tendons tensioned close to the beginning of the sequence or end of the sequence. Therefore, a sample mean force calculated using measured end anchorage forces has a high probability of deviating significantly from the true group mean.Therefore, measured tendon forces are adjusted (normalized) to account for initial tensioning force and stressing sequence. Calculation DC-5390-225.01-SE describes the normalization procedure and lists the adjustments for each tendon selected for (or added to) surveillance samples.Table 3-2 lists tendon forces (from Table 3-1), adjustments, normalized forces and group mean normalized forces. All group mean normalized forces are above the minimum required levels as summarized below.Tendon Group Mean Normalized Force, kip Minimum Required Mean, kip Vertical 1,186 1,033 Hoop 1,132 1,108 Dome 1,138 1,064 3.1.3 Projected Group Mean Forces 1OCFR50.55a(b)(2)(viii)(B) requires projecting the trends of tendon forces to determine whether or not group means are not expected to remain above minimum required levels until the time of the subsequent surveillance. Topical Report No. 136, which documents the results of the 2 5 th year surveillance, develops the procedure used to extrapolate tendon force trends. As explained in that report, the projection uses the tendon force data acquired during the 1 0 th year and later surveillances. It does not use data from the 1 st, 3 r, and 5 th year surveillances for two reasons. First, the trends of the forces measured during those early surveillance appear to differ significantly form the trends established by the data recorded during the later surveillances. Second, the later (1 0 th year forward) surveillances are more completely documented, which ensures that the correct force values are used in trend development. Topical Report No. 203 Revision 0 Page 15 of 48 As discussed in Topical Report No. 136, the force data for all three groups exhibit a considerable degree of scatter. As a result, fitted lines or curves do not necessarily provide meaningful representations of force trends. Therefore, forecast force levels are not determined as the ordinates of the regression curves. Rather, these are reported as the 95% lower confidence levels computed for the postulated log-linear relationships between force and time. The basis for using the confidence level approach is extensively discussed in the cited topical report.Figures 3-1, 3-2, and 3-3 are log-linear plots of vertical, hoop, and dome group tendon forces measured during the 1 0 th year and later surveillances. The data scatter, which is typical, is evident in the plots. The plots include log-linear trend lines for reference. However, the magnitude of the scatter is such that these fitted trends cannot necessarily be considered meaningful (note that the hoop tendon trend, Fig 3-2, shows force increasing with time).The tendon forces listed in Tables 3-3, 3-4 and 3-5 (and plotted in Figures 3-1 through 3-3) were used to compute 95% lower confidence limits on group means projected to March 2015 (41 years after the SIT and the latest date for the completion of Surveillance 10). These limits, also plotted in Figures 3-1, 3-2 and 3-3, were computed using the 3 following procedure as developed in most engineering statistics texts3.LCL(X) = a + b

• X -tO.0 5 , n-2
• Se * (1 / n + n * [X-Xm]2 / Sxx)1/2 Where (with all summations from 1 to n): LCL(X) = Lower confidence limit on Y at an abscissa value of X a = Ym -b
• Xm is the intercept of the least squares fit trend line Ym = (EYi) / n Xm = (IXi) / n Xi, Wi are data sets with Xi = logo (ti) and Yi = tendon force in kip b = Sxy / Sxx is the slope of the slope of the least squres fit trend line tO.0 5 , n-2 is the t statistic for a 95% confidence level and (n-2) degrees of freedom se = [{Sxx
• Syy _ (Sxy)2} / {n * (n -2)
• SxxI]f 2 is the standard error of the estimate n is the number of data sets used in the LCL calculation Sxx = n
• ZXi 2 -(EXi Syy =n"*Yi2 -(YYV)2 SXy = n
• YX(Xi
• Yi) -(Y Xi) * (Yi)3 The procedure shown is that developed in Reference

10. The 95% LCL's on the projected means for the three groups are above the minimum required values, which provides a significant degree of confidence that actual mean forces will be above minimum required levels in March 2015 (T = 41 years), the latest date for completion of the 1 0 th surveillance.

Topical Report No. 203 Revision 0 Page 16 of 48 The lower confidence limits (LCL's) on group means at T = 41 years and the corresponding minimum required group means are listed below.GrLup 95% LCL on Group Mean, kip Minimum Group Mean, kip Vertical 1,178 1,033 Hoop 1,129 1,108 Dome 1,079 1,064 3.1.4 Control Tendon Force Trends One tendon in each group is designated as a control tendon and is, barring exceptional circumstances, included in each consecutive surveillance sample to provide information on the time dependent behavior of individual post-tensioning elements. Control tendons are not de-tensioned. The control tendons and consecutively measured (not normalized) forces are listed in the table below.Control Tendon Forces, kip Surveillance Year Tendon 1 0 th 1 5 th 2 0 th 2 5 th 30th 3 5 th V-32 1,196 N/A 1,210 1,193 1,190 1,180 H62-26 1,145 1,128 1,161 1,136 1,120 1,148 D-225 1,125 N/A 1,120 1,104 1,120 1,093 There is no clear trend to the above forces, which fluctuate in a random manner over a relatively narrow range. The fluctuations, which probably result from temperature changes, tendon force redistribution and small measurement errors, tend to mask the expected trend (a slow, linear decrease with the logarithm or time).The measured forces, measured force trend line (log-linear fit to the force data) and predicted force trend line are shown for each of the control tendons in Figures 3-4 through 3-6. These plots exhibit the following consistent features.* Trend lines fitted to the measured forces all have flatter slopes than the predicted force trend lines and, as expected, all fitted trend lines have negative slopes.* 35th year surveillance measured forces are above predicted values.* The log-linear trends of measured forces are above the predicted force trends, both at the time of the 35 year surveillance and at all future times. Topical Report No. 203 Revision 0 Page 17 of 48 These plots provide a positive indication that tendon forces are currently decreasing at a lower than expected rate and support the conclusion that mean tendon forces will remain above minimum required levels at least until the latest date for completion of the 4 0 th year surveillance.

3.2 Tendon

Elongations and Re-Tensioning One tendon in each group was de-tensioned to allow removal of a wire for testing.Elongations were measured during the subsequent re-tensioning and compared to original construction values to verify that tendons were intact and that there were no obstructions to tendon motion within the ducts. Following the elongation measurements at Overstress force (OSF) (nominal 80% of ultimate strength), each tendon was seated, in accordance with Sub-Section IWL requirements, at force between that predicted for the time of the surveillance and 70% of ultimate strength.Tendons V-90, H51-49 and D-322 were de-tensioned for wire removal.3.2.1 Elongations Elongations measured during initial tensioning and re-tensioning are normalized to account for differences between the Pre-tension Force (PTF) / OSF forces applied during original construction and those applied during the 9 th surveillance as well as for differences in the number of wires (one was removed for testing prior to re-tensioning). Normalizing construction and surveillance values in this manner allows direct comparison of elongations regardless of differences in PTF values, OSF values and numbers of wires. Normalized elongations are expressed as inches per kip per wire.Elongations are acceptable if:-0.1 < dR = (An2 -AnI) / Anl < 0.1 where An 1 is normalized elongation determined for original stressing An 2 is normalized elongation determined for re-tensioning dR is the percent difference of normalized elongation Topical Report No. 203 Revision 0 Page 18 of 48 Pertinent data documented for initial construction tensioning and the 35th year surveillance re-tensioning are tabulated for each of the sample tendons below. These tabulations also list the calculated normalized elongation rates. Original stressing data are as listed on the tendon stressing cards completed during construction and maintained in permanent plant records.Tendon Parameter V90 H51-49 D322 Fosf, kip 1,478 1,564 1,564 dosf, in 13.5 18.0 14.2 Construction Fptf, kip 208 208 208 dptf, in 1.2 7.45 3.50 Wires, Nw 169 169 169 Anl, in / (kip / wire) 0.812 1.315 1.333 Fosf, kip 1,579 1,555 1,528 dosf, in 17.8 17.5 17.00 2009 Fptf, kip 207 207 207 Surveillance dptf, in 5.9 6.6 7.0 Wires, Nw 168 168 168 An 2 , in / (kip / wire) 1.457 1.358 1.272-0.11 0.03-0.05 In the above table -Fosf is overstress force -80% GUTS dosf is overstress reference distance Fptf is pre-tension force -200 kip dptf is pre-tension reference distance An is normalized elongation = (dosf -dptf) x Nw / (Fosf -Fptf)Values of dR computed for H51-49 and D-322 are between -0.1 and 0.1 and are, therefore, acceptable as shown. The value computed for V90 is just outside the acceptance range. However, if the original measured elongation is reduced to account for the increase in the length of the jack pull rod (A0.1 inches), as discussed in the vendor manual, Reference 22, the resulting value of dR is acceptable. Topical Report No. 203 Revision 0 Page 19 of 48 3.2.2 Re-Tensioning After elongations at OSF were measured, tendons were reseated at forces between those predicted for the time of the surveillance and 70% of ultimate strength as specified in Sub-Section IWL, Par. 2523.3. Final lock-off forces as documented in Surveillance Procedure 1301-9.1 are listed below with the applicable lower and upper limits.Tendon Predicted Force, kip Lock-Off Force, kip 70% GUTS, kip V-90 1204 1238 1384 H51-49 1132 1215 1384 D-322 1128 1171 1384 As shown above, all final lock-off forces are between the specified limits.3.3 End Anchorage Condition Sample tendon end anchorages, except as subsequently noted, were visually examined for evidence of corrosion, physical damage, missing button heads and unseated button heads.In addition, the concrete surrounding the anchorage was examined out to a distance of two feet beyond the bearing plate edge to detect cracks >0.0 1 inches in width, spalls, and other indications of damage / deterioration. These examinations uncovered no indication of unacceptable conditions. Examination results and acceptance criteria are listed below.3.3.1 Corrosion* Acceptance Criterion No evidence of active corrosion* Examination Results No active corrosion was found on wires 4 , button heads, stressing washers or shims. Observed corrosion was limited to light, dry, tightly adhering rust on shims and bearing plates; no rust was observed on button heads or anchor heads.4 Short segments of some wires were visible when tendons were de-tensioned for wire removal Topical Report No. 203 Revision 0 Page 20 of 48 3.2.2 Physical Damage" Acceptance Criterion No cracks or deformation in anchor heads, shims or bearing plates.* Examination Results No cracks or deformations were found.3.3.3 Missing Button Heads* Acceptance Criterion No missing button heads not previously documented (no specific criterion set for button heads that detach during surveillance operations)." Examination Results No missing button heads were found during examinations.

3.3.4 Unseated

Button Heads* Acceptance Criterion No unseated button heads not previously documented (no specific criterion set for button heads that are unseated following re-tensioning).

• Examination Results No unseated button heads were found during as found inspection.

One button head at the shop end of D322 was unseated after re-tensioning. There were no indications of wire breakage. It is concluded that this wire is tightly bound in the bundle at a point relatively close to the anchorage and that full load transfer to the wire was by friction rather than button head bearing. This condition is acceptable.

3.3.5 Concrete

Within Two Feet of Bearing Plate* Acceptance Criterion No concrete cracks wider than 0.01 inches." Examination Results Topical Report No. 203 Revision 0 Page 21 of 48 No cracks wider than 0.01 inches were found. Topical Report No. 203 Revision 0 Page 22 of 48 3.4 Specimen Wire Test Results A specimen for wire examination and testing was removed from one tendon in each group. Each wire was visually examined over its entire length for corrosion, pitting, and physical damage. Test samples (100 inches in length) were cut from near each end and near the middle of each specimen wire. These were tested to determine tensile strength and elongation at failure.The visual examinations, as documented in Surveillance Procedure 1301-9.1, Enclosure 4, showed that all three specimen wires were free from active corrosion, pitting and physical damage. As a result, there was no need to cut an additional test specimen from the most corroded section of wire as specified in the surveillance procedure. Tensile strengths of all 9 test specimens exceeded the specified lower limit of 240 ksi (Guaranteed Ultimate Tensile Strength, or GUTS). Also elongations at failure all exceeded the lower limit of 4%. The results of the tests are tabulated below.Tendon Test Sample Tensile Strength, ksi Elongation at Failure, %1 282 5.4 V-90 2 280 5.2 3 278 5.1 1 287 5.3 H51-49 2 287 5.3 3 287 5.3 1 282 5.3 D-322 2 280 5.3 3 281 5.6 It was noted that the tensile strength of the sample wires was moderately stronger than previous data. A thorough investigation of the wire test procedures and equipment calibration procedures, and calibrations tracked to NIST was conducted. Additional wire samples were tested from the same wires with the same results. A fifth set of wire samples were then tested using different test equipment and different calibration equipment traceable to NIST. These last tests with a second set of equipment agreed with originally measured data. As such, the strength measurements are acceptable. Topical Report No. 203 Revision 0 Page 23 of 48 3.5 Corrosion Protection Medium Test Results Samples of corrosion protection medium (CPM) were collected from each end of each sample tendon. Laboratory tests were performed on these samples to determine the characteristics listed (with acceptance limits) below. Enclosure 3 of Surveillance Procedure 1301-9.1 identifies the process and standardized tests used in the laboratory analysis.Characteristic Acceptance Limit Water Content Not to Exceed 10% by weight Water Soluble Chlorides Not to Exceed 10 ppm Water Soluble Nitrates Not to Exceed 1 Oppm Water Soluble Sulfides Not to Exceed 10 ppm>0 or an acid number <1 for originally Reserve Alkalinity (Base Number) installed CPM>17.5 for Visconorust 2090-P4 Table 3-6 lists the laboratory test results. As shown in the table, all test results meet the acceptance criteria.3.6 Corrosion Protection Medium Removal / Replacement When CPM was removed from tendon sheath, quantity removed and the quantity later replaced were documented. The difference in these quantities provides the information to assess the acceptability of both the level of CPM fill prior to removal and the level following replacement. If the amount replaced is significantly less than the amount removed, the level is low and must be increased. If the amount replaced is significantly greater than the amount removed the reason for the difference (initial fill or leakage over time) must be determined and the situation corrected. Quantities of CPM removed and replaced during the 3 5 th year surveillance are shown in Table 3-7. All differences (absolute values) are less than 10% of the net duct volume limits specified in 1OCFR50.55a(b)(2)(viii)(D)(2). 3.7 Free Water Accumulation End anchorages were examined for evidence of free water accumulation. No free water was found at any of the anchorages examined. Topical Report No. 203 Revision 0 Page 24 of 48 3.8 Tendon End Anchorage Cover Examination Tendon end anchorage covers (grease caps) were examined as specified in 1OCFR50.55a(b)(2)(viii)(A) for damage / deformations and CPM leakage.All covers examined were in sound condition and free of deformations. With one exception, there was no evidence of corrosion on the covers. The flange on the cover at the lower end of V84 has active corrosion resulting from seepage of ground water between the tendon gallery wall and the Reactor Building base mat. Loss of metal is not significant. At this time, corrective action, other than re-examination during the 40 year surveillance, is not considered necessary. Significant CPM leakage was observed at the lower ends of 9 vertical tendons. End cap gaskets were replaced to eliminate the leakage and the tendons were refilled with grease.3.9 Topical Report No. 183 Examination and Test Commitments All areas identified in Topical Report No. 183 for VT-i C re-examination during the 2009 surveillance were found to be essentially unchanged. The repair to overlay exposed reinforcing on the vertical face of the ring girder sector in the SE quadrant was done after the completion of the 35 year surveillance. The repaired area currently shows no sign of damage or deterioration. As all of these areas, with the exception of the repaired area on the ring girder, have been examined multiple times over many years, the special detailed visual examinations will, except as noted below, not be continued in future surveillances.

• The repaired area on the face of the ring girder will be re-examined (detailed visual) during the 40 year surveillance.
• The lower wall extending up from the base mat will be re-examined (detailed visual) to assess the seepage of corrosion protection medium through vertical cracks in the concrete.

This detailed visual examination will be done during future surveillances.

• Concrete and bearing plates at the bottom of the base mat where this is exposed in the tendon gallery will require a detailed examination each future surveillance to assess the effects of ongoing ground water intrusion into the gallery area.

Topical Report No. 203 Revision 0 Page 25 of 48 4. CONTAINMENT SURFACE EXAMINATIONS

4.1 Overall

Concrete Surface Condition The overall concrete surface shows no evidence of damage or degradation other than non-structural degradation of grout patches in several areas and minor spalling at sharp edges.There are numerous small shrinkage cracks at the concrete surface. Most of these are less than 0.01 inches wide and are, therefore, below the threshold at which these are to be recorded and evaluated. A few cracks up to 0.15 inches wide were found. However, these were all below 12 inches in length and, therefore, of no structural significance. Corrosion protection medium (CPM) is seeping through small vertical cracks in the lower wall. This condition is expected if the corrosion protection medium filling the tendon ducts is, as in the case of TMI- 1, an older formulation that liquefies at a relatively low temperature. The seepage has no structural significance. It does slowly reduce the level of CPM in vertical tendons. Vertical tendon ducts that lose CPM, whether due to seepage from the ducts or through deteriorated lower end cap gaskets, are refilled under a maintenance work order.4.2 Previously Documented Conditions Damaged / degraded areas of the Reactor Building concrete surface that required detailed visual examination under commitments made in Topical Report No. 183 showed no change in condition. The grout overlay of exposed reinforcing on the vertical face of the ring girder sector in the SE quadrant was completed following the 30 year surveillance. The examination done during the 35 year surveillance, the first since the pre-service examination that followed the repair work, uncovered no evidence of damage or deterioration in the repaired area.4.3 Tendon End Anchorage Bearing Plate Condition With the following exceptions, end anchorage bearing plates showed no evidence of damage or degradation. Minor active corrosion was noted on the V84 bottom bearing plate and several others, to a lesser degree, in the tendon gallery. This results from frequent seepage of water between the top of the tendon gallery wall and the reactor building base mat. Loss of metal is not significant and the condition can be easily controlled by corrective maintenance if the degree of corrosion worsens. Corrective action (cleaning to bare metal and recoating) is not considered necessary at the present time. Topical Report No. 203 Revision 0 Page 26 of 48 4.4 Concrete Cracks at Selected Dome Tendon Anchorage Areas Inspection of the nine dome tendon anchorage areas for concrete crack growth is no longer required. As specified in Technical Specification 4.4.2.1.5, "This inspection may be discontinued, if the concrete cracks show no sign of growth." A review performed this surveillance revealed that no change in crack conditions had been reported in the period 6, 7, and 8 surveillances. As allowed per the Technical Specification, this specific inspection has been evaluated as no longer necessary and will be discontinued. Topical Report No. 203 Revision 0 Page 27 of 48 5. REPAIRS AND FOLLOW-UP EXAMINATIONS

5.1 Repairs

The results of the surveillance show that no repair to either the concrete or post-tensioning system is necessary at the present time.5.2 Follow-Up Examinations During 1 Year Containment Opening Examination The surface of new concrete placed in the steam generator opening will be visually examined during the one year limited scope surveillance. The examination will include a detailed visual of the new concrete perimeter and comers for evidence of shrinkage cracks / separation. Tendons, anchorage hardware, sample wires and CPM will be examined / tested as required by the 2001 Edition with 2002 Addenda of the ASME Boiler and Pressure Vessel Code, Section XI, Sub-Section IWL.The tendon gallery will be examined for evidence of CPM leakage and the effects of ground water seepage.5.3 Follow-up Examination During 4 0 th Year ISI Detailed visual examinations of the following areas will be done during the 40 year surveillance." The grout overlay of previously exposed reinforcing on the vertical face of the ring girder sector in the SE quadrant.* The tendon gallery ceiling area including base mat concrete, tendon bearing plates and tendon end caps for evidence of CPM leakage, effects ground water seepage on concrete and steel items, deterioration of previously documented exposed reinforcing and, other damage / deterioration.

• The lower wall above the base mat to determine whether or not corrosion protection medium seepage through the vertical cracks is increasing as evidenced by CPM accumulation on the top of the base mat." The V84 lower end bearing plate including all surface area visible without de-tensioning of the tendon and removal of shims.

Topical Report No. 203 Revision 0 Page 28 of 48 V146, a randomly selected tendon for the 4 0 th year surveillance, was detensioned and retensioned as part of the Steam Generator Replacement Project. As such, it is no longer representative of the original tendon population. The nearest tendon which has not been previously inspected and was not detensined for the Steam Generator Replacement Project is V159. During the 4 0 th year surveillance, V159 will be examined in place of V146, and V146 will be subject to random sampling from the population of tendons affected by the Steam Generator Replacement Project. Topical Report No. 203 Revision 0 Page 29 of 48 6. CONCLUSIONS The following conclusions are based on, and supported by, evaluation of the surveillance results." The force in each individual sample tendon exceeds the lower acceptance limit (95% of the predicted value); no sample tendon force exceeds the implied upper limit of 73% GUTS (the limit imposed during initial and Steam Generator Replacement Project tensioning)." Vertical, hoop and dome sample tendon mean normalized forces are above minimum required levels." The 95% lower confidence limits on vertical, hoop and dome tendon force trends are forecast to remain above minimum required levels through March 2015, the deadline for completion of the 40 year surveillance.

• Control tendon lift-offs exhibit relatively little scatter; vertical, hoop and dome trends indicate that forces are decreasing more slowly than predicted." Elongations measured during re-tensioning of de-tensioned tendons are as expected and all are within 10% of previously measured values as adjusted for pull rod length change.* With the exception of several bearing plates in the tendon gallery, all examined tendon end anchorage hardware is free of active corrosion, cracks and distortion.

Active corrosion on gallery bearing plates is minor and there is no significant loss of metal; corrective action is not required at this time.* With one exception, all examined wire buttonheads are seated and meet acceptance criteria on splits. A single wire at one end of re-tensioned tendon D-322 is unseated. This single exception has no structural significance.

• The difference between quantities of CPM removed form sample tendons and quantities replaced were all within 10% of net duct volume showing that tendon duct fill was adequate both as-found and as-left.* Corrosion protection medium samples meet specified limits on absorbed water content and concentrations of corrosive ions. The samples also meet the specified lower limit on reserve alkalinity.
• No free water was detected at tendon end anchorages; therefore, it is concluded that water intrusion is not a problem.

Topical Report No. 203 Revision 0 Page 30 of 48* Tendon wire samples meet the specified lower limits on ultimate strength and elongation at failure.* Concrete Surrounding sample tendon bearing plates is free of damage, deterioration and cracks that exceed 0.010 inches in width.* Concrete surfaces are free of damage and degradation. Spalling of grot patches, as noted in various areas, has no structural significance. The few concrete cracks that exceed the threshold with acceptance criterion of 0.010 inches are less than 1 foot long and are of no structural significance." Tendon end caps are free of damage and, with one exception, free of active corrosion. The single exceptions is an end cap in the tendon gallery with minor active corrosion on the mounting flange. Loss of metal is not significant and corrective action is not required at this time.* Conditions in areas identified for detailed visual examination in Topical Report 183 have not noticeably change since the 30 year surveillance in 2004 (or, in the case of the ring girder grout repair, since the repair was completed following that surveillance). With the exception of the lower wall CPM seepage area, the ring girder repair area and the tendon gallery ceiling, these areas may be deleted form the detailed visual examination commitment list. Topical Report No. 203 Revision 0 Page 31 of 48 7. REFERENCES The following documents (applicable sections noted) were used in the development of this report and /or are specifically referenced herein.1. United States Code of Federal Regulations, Title 10, Part 50, Sub-part 50.55a (1OCFR50.55a).

2. ASME Boiler and Pressure Vessel Code (1992 Edition with Addenda through 1992), Section XI, Sub-Sections IWA and IWL.3. USNRC Regulatory Guide 1.35.1, Determining Prestressing Forces for Inspection of Prestressed Concrete Containments, Jul 90.4. TMI -Unit 1 FSAR Section 5.7.5, Rev. 20 5. TMI -Unit 1 Technical Specification Sections 3.19.1 & 4.4.2.1 6. TMI -Unit 1 Surveillance Procedure 1301-9.1, RB Structural Integrity Tendon Surveillance, Revision 20 7. TMI -Unit 1 EER JO # 162193, Rx Building Tendons, Minimum Required Prestressing Forces.8. TMI -Unit 1 Calculation C-i 101-153-E410-028, Rx Building Tendons, Minimum Required Prestressing Forces, Revision 0.9. Gilbert / Commonwealth Calculation DC-5390-225.01-SE, dated 26 Apr 94.10. Miller, Irwin and John E. Freund, Probability and Statistics for Engineers, Prentice-Hall, 1965 11. TMI -Unit 1, Reactor Containment Building / First Tendon Surveillance test /One Year After SIT, GAI Report No. 1880, 29 Sep 75 12. TMI -Unit 1, Second Tendon Surveillance Test of Reactor Containment Building/ Three Years After SIT, VSL Corp. Report No. GQL 0204, Dec 77.13. TMI -Unit 1, Containment Building Tendon Surveillance Test report for Third Period (5 Years After SIT), TDR No. 229, 27 Mar 81.14. TMI -Unit 1, Reactor Building Tendon Surveillance Test / Inspection Period 4 (10 Years), TR No. 025, 27 Aug 85.

Topical Report No. 203 Revision 0 Page 32 of 48 15. TMI -Unit 1, Reactor Building Fifteen year Tendon Surveillance Test (Inspection Period 5), Topical report 069, 2 May 90.16. TMI -Unit 1, Reactor Building Twenty Year Tendon Surveillance Test (Inspection Period 6), Topical Report 093, 22 Mar 95.17. TMI -Unit 1, 25th Year Reactor Building Tendon Surveillance (Period 7), Topical Report 136, Revision 1, 31 Jul 01.18. Topical Report No. 183, 30th Year Reactor Building Tendon Surveillance (Period 8), Revision 00.19. Gilbert / Commonwealth Letter (with attachments) G/C/TMI-1CS/16616 dated 27 Dec 88, Transmitting Tendon Stressing Record Data (ECD C-310055).

20. ACI 349.3R-96, Evaluation of Existing Nuclear Safety-Related Concrete Structures, Published by the American Concrete Institute.

21. TMI Vendor Manual VM-TM-2485.

Topical Report No. 203 Revision 0 Page 33 of 48 8. TABLES AND FIGURES Tables and Figures referenced in the preceding text are included in this section 8.1 Tables Tables commence on the following page. Numerical values shown in the tables are extracted from Surveillance Procedure 1301-9.1, Calculation DC-5390-225.01-SE, the data sheets documenting the 3 5 th year surveillance and Topical Reports Nos. 025, 069, 093, 136, and 183. Topical Report No. 203 Revision 0 Page 34 of 48 Table 3-1 Measured End Anchorage Forces and Predicted Forces Tendon End Measured Mean End Predicted 95% of Force, kip Force, kip Force, kip Predicted Force, kip V-11 Top 1206 1206 1148 1090 V-32 Top 1175 1175 1181 1122 V-90 Top 1200 1200 1204 1144 V-132 Top 1206 1206 1204 1144 H13-41 B-1 1173 B-3 11301151 1153 1095 H24-33 B-4 1157 B- 091123 1068 1015 B-2 1089 H46-50 B-6 1204 B- 071131 1116 1060 B-4 1057 H51-49 B-1 1186 1154 1132 1075 B-5 1123 H62-26 B-6 1131 B- 121141 1105 1050 B-2 1152 D-122 S 1110 N 1128 1119 1082 1028 N 1128 D-225 NE 1083 S1041088 1067 1014 SW 1094 D-322 N 1138 1135 1128 1071 S 1133 D-342 SW 1118 D-342 SE 118 1150 1116 1060 SE 1182 Topical Report No. 203 Revision 0 Page 35 of 48 Table 3-2 Normailzed Tendon Forces and Group Mean Forces Tendon Measured force, kip Adjustment, kip Normalized force, kip V-11 1206 +26 1232 V-32 1175 -7 1168 V-90 1200 -30 1170 V-132 1206 -30 1176 Vertical Group -Mean Normalized Force1187 H13-41 1151 -47 1104 H24-33 1123 +38 1161 H46-50 1131 -9 1122 H51-49 1154 -25 1129 H62-26 1141 +2 1143 Normailzed Force 1132 D-122 1119 +31 1150 D-225 1088 +45 1133 D-322 1135 -15 1120 D-342 1150 -3 1147 Dome Group -Mean Normalized Force 1138 Topical Report No. 203 Revision 0 Page 36 of 48 Table 3-3 Summary of Vertical Tendon Forces Surveillance Year Time Since SIT, Tendon Force, kip Years V-14 1243 V-30 1193 10 11.2 V-32 1196 V-84 1189 V-160 1192 V-19 1187 V-21 1196 V-22 1171 15 15.6 V-23 1175 V-50 1213 V-83 1196 V-85 1179 V-32 1210 20 20.6 V-78 1306 V-126 1209 V-32 1193 V-40 1202 V-114 1189 V-164 1181 V-32 1190 V-53 1222 V-66 1178 V-137 1218 V-140 1144 V-141 1207 V-11 1206 V-32 1175 35 35.6 V3-17 V-90 1200 V-132 1206 Topical Report No. 203 Revision 0 Page 37 of 48 Table 3-4 Summarv of Hoon Tendon Forces Surveillance Year Time Since SIT, Years Tendon Force, kip H13-35 1191 H13-36 1066 H13-37 1182 10 11.2 H24-26 1173 H35-26 1156 H62-26 1145 H62-30 1152 H24-29 1072 H24-30 1139 H24-31 1114 15 15.6 H24-51 1142 H46-34 1177 H62-13 1088 H62-26 1128 H24-40 1132 H35-23 1200 20 20.6 H35-47 1192 H62-26 1161 H62-49 1163 H13-50 1159 H35-33 1169 25 25.5 H46-37 1129 H51-43 1170 H62-26 1136 H13-11 1218 H35-49 1201 30 30.6 H46-25 1121 H62-18 1105 H62-26 1120 H13-41 1151 H24-33 1123 35 35.6 H46-50 1131 H51-49 1154 H62-26 1141 Topical Report No. 203 Revision 0 Page 38 of 48 Table 3-5 Summary of Dome Tendon forces Surveillance Year Time Since SIT, Years Tendon Force, kip D-133 1107 10 11.2 D-225 1125 D-314 1290 D-145 1220 D-347 1183 D-141 1164 20 20.6 D-225 1120 D-248 1202 D-102 1280 25 25.5 D-225 1104 D-313 1120 D-213 1094 30 30.6 D-225 1120 D-230 1149 D-122 1119 D-225 1088 D-322 1135 D-342 1150 Topical Report No. 203 Revision 0 Page 39 of 48 Table 3-6 Corrosion Protection Medium Test Results Water Base Tendon End Chlorides, Nitrates, Sulfides, Content, Number Acid ppm ppm ppm % (Lower Number Limit)V-11 Shop <0.5 <0.5 <0.5 0.21 31.90 N/A Field <0.5 <0.5 <0.5 <0.10 1.40 N/A V-32 Shop <0.5 <0.5 <0.5 <0.10 50.60 N/A Field <0.5 <0.5 <0.5 0.48 39.70 N/A V-90 Shop <0.5 <0.5 <0.5 0.50 2.82 N/A Field <0.5 <0.5 <0.5 <0.10 3.43 N/A V-132 Shop <0.5 <0.5 <0.5 0.30 46.80 N/A Field <0.5 <0.5 <0.5 <0.10 5.11 N/A H13-41 Shop <0.5 <0.5 <0.5 <0.10 <0.50 <0.50 Field <0.5 <0.5 <0.5 <0.10 0.57 N/A H24-33 Shop <0.5 <0.5 <0.5 <0.10 <0.50 <0.50 Field <0.5 <0.5 <0.5 <0.10 2.23 N/A H46-50 Shop <0.5 <0.5 <0.5 0.58 2.21 N/A Field <0.5 <0.5 <0.5 0.20 2.51 N/A H51-49 Shop <0.5 <0.5 <0.5 <0.10 <0.50 <0.50 Field <0.5 <0.5 <0.5 <0.10 1.12 N/A H62-26 Shop <0.5 <0.5 <0.5 <0.10 44.60 N/A Field <0.5 <0.5 <0.5 0.15 34.70 N/A Shop <0.5 <0.5 <0.5 <0.10 2.79 N/A D-122 Field <0.5 <0.5 <0.5 <0.10 55.00 N/A D-225 Shop <0.5 <0.5 <0.5 <0.10 37.30 N/A Field <0.5 <0.5 <0.5 <0.10 52.00 N/A D-322 Shop <0.5 <0.5 <0.5 <0.10 <0.50 <0.50 Field <0.5 <0.5 <0.5 <0.10 0.81 N/A D-342 Shop <0.5 <0.5 <0.5 <0.10 1.67 N/A Field <0.5 <0.5 <0.5 <0.10 4.94 N/A Topical Report No. 203 Revision 0 Page 40 of 48 Table 3-7 Corrosion Protection Medium -Quantities Removed / Replaces Tendon Quantity Quantity Absolute Duct % Diff.Removed, Replaced, Difference, Volume ga. gal gal (Gal)V-11 61.50 68.55 7.05 123.80 5.69 V-32 12.50 23.01 10.51 125.20 8.39 V-90 74.50 76.85 2.35 124.90 1.88 V-132 58.5 * * * *H13-41 11.5 13.27 1.77 103.50 1.71 H24-33 9.00 12.38 3.38 103.20 3.27 H46-50 9.00 15.04 6.04 103.40 5.84 H51-49 8.00 14.16 6.16 103.40 5.96 H62-26 9.25 13.27 4.02 103.20 3.89 D-122 40.00 44.02 4.02 118.70 3.38 D-225 15.75 18.58 2.83 119.90 2.36 D-322 15.00 19.47 4.47 120.20 3.72 D-342 50.00 58.72 8.72 107.8 8.09*Tendon V-132 was replaced with a new tendon as part of the scope of the Steam Generator Replacement Project and as such, the grease replacement was performed under that project. Topical Report No. 203 Revision 0 Page 41 of 48 8.2 Figures Figures commence on the following page. Topical Report No. 203 Revision 0 Page 42 of 48 Figure 3-1 -Vertical Tendon Force Trend 1,350 1,300 1,250 1,200 U.0 1,150 1,100 1,050 1,000 F,= 1,214.5-4.99 Ln (T) T =41 Yrs T =90 Yrs* I I 95% LCL FmmnT 1,033 kip... .. .-- "--.... --....--_.......... --- -"" -..........- ---_' --; -2.0 2.5 3.0 3.5 4.0 4.5 Ln (T, Years Since SIT) Topical Report No. 203 Revision 0 Page 43 of 48 Figure 3-2 -Hoop Tendon Force Trend 1,250--T= 41 Yrs Fhm 1,134.4 + 4.22 Ln (T)1,200 .* T =90 Yrs L 1,150 , 2" ...= _ ,_0- -..... ..0 -----.----95 LC I ------95%LCL-_ ~ ~ 5 --1,100 ........... .... .* i SFhmini 1,108 kip* I 1,050 2.0 2.5 3.0 3.5 4.0 4.5 Ln (T, Years Since SIT) Topical Report No. 203 Revision 0 Page 44 of 48 Figure 3-3 -Dome Tendon Force Trend 1,350 Fdml= 1,3 2 5.3 -55.00 Ln (T) --T =41 Yrs 1 ,3 0 0 ........ .. .... ....... .... .. .. .. ... .............. _I 1,250 T =90 Yrs C.1,200 .U.1,100 1,100 -95% LCL 1,050 /Fdmmi 1,064 kip I 1,000 2.5.3.0 .540.2.0 2.5 3.0 3.5 4.0 4.5 Ln (T, Years Since SIT) Topical Report No. 203 Revision 0 Page 45 of 48 Figure 3-4 -Vertical Control Tendon V-32 1,300 1,250 .Predicted Force 1,200 -.2-0 LA.1,150 -Trend Line, F =1,234 -13.00 Ln(T)1,10 0 ._.. ... ..1,050 ....10 100 Time, T, Years Since SIT (log scale) Topical Report No. 203 Revision 0 Page 46 of 48 Figure 3-5 -Hoop Control Tendon H62-26 1,250 rend Line, F = 1,152 -4.28 Ln (T)1,200 ...1,150 -,. -U.-LL 1,100 ", Predicted Force 1,050 -1,000 10 100 Time, T, Years Since SIT (log scale) Topical Report No. 203 Revision 0 Page 47 of 48 Figure 3-6 -Dome Control Tendon D-225 1,250 1,200 -Trend Line, F =1,177 -20.47 Ln(T)1,150 ..i-LC 0 o -a "-1,100 a---1,050 -a--Predicted Force 1 ,0 0 0 ,, .... ....10 100 Time, T, Years Since SIT (log scale) Topical Report No. 203 Revision 0 Page 48 of 48 Attachment 1: Final Report for the Three Mile Island Unit 1 35th Year containment Building Tendon Surveillance Attachment 1 begins on the following page. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE- i Exen.DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 35" YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear DOCUMENT COVER SHEET Document No: TM-N1043-500 Title: Final Report for the Three Mile Island Unit 1 3 5 TH Year Containment Building Tendon Surveillance PREPARED BY: David Maldonado REVIEWED BY: Brian Giometti APPROVED BY: Paul C. Smith INITIAL ISSUE DJM 4/14/10 BAG 4/14/10 PCS 4/14/10 Prepared Date Reviewed Date Approved Date DESCRIPTION SIGN OFF REVISIONS DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: ii DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 T" YEAR CONTAINMENT IWL INSPECTION ExeNdn PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear ABSTRACT The purpose of this report is to present the results of the 2009 Three Mile Island Unit 1 35 Year In-Service Inspection on the containment structure post tensioning system. The results of this investigation are discussed in detail in the body of this report and are summarized as follows: 1. The sheathing filler (grease) samples were tested and found to have acceptable levels of water-soluble ions (Chlorides, Nitrates and Sulfides). The moisture contents were all below the acceptable limit of 10% water by weight. All neutralization numbers were acceptable.

2. No tendons showed presence of water during the removal of the grease cap, during anchorage inspection or during detensioning.

3. Acceptable corrosion levels were found on all tendon ends and no cracks were found on any anchorage components.

4. No missing or protruding buttonheads were identified during anchorage inspections.

One protruding buttonhead was observed on the shop end of dome tendon D-322 after retensioning.

5. A detailed visual inspection was performed on the 24" of concrete surrounding the bearing plate of each tendon end inspected.

No recordable indications were noted during these examinations.

6. A general visual inspection was performed on all accessible exterior surfaces of the containment building.

The results of this inspection have been evaluated by the Utility. The general concrete inspection results are included in APPENDIX H of this report.7. Threads measurements were taken to assure that the external threads of inspected tendon anchorages meet the minimum strength requirement of 120% of the minimum Guaranteed Ultimate Tensile Strength (GUTS) of the tendon, when coupled with a specific Stressing Adaptor. All measurements were within the acceptable ranges.8. The hydraulic jacks used for liftoffs, detensioning and retensioning tendons were calibrated and found to be within an acceptable variation of +/- 1.5% as calculated using the maximum calibration force.9. All of the tendons monitored for forces this inspection period were found to have forces greater than 95% of the corresponding predicted force. The normalized and as-found group averages were above the required minimum design force levels.10. The detensioned tendons were retensioned with acceptable elongations and acceptable force levels. All test wires removed from detensioned tendons were found to have adceptable corrosion levels. All tendon test wire samples had acceptable diameter, yield stress, ultimate stress and elongation results.11. All vertical tendons, except for V-1 32, were resealed and regreased to acceptable levels.Vertical tendon V-132 was part of the Steam Generator Replacement Project scope and as such was greased by SGT, no data was provided to PSC.12. A comparison of as-found force levels to the original force levels was made in an effort to detect any evidence of system degradation. The force losses since original installation for each tendon group are reported as: 21.76% for the hoop tendons, 17.16% for the vertical tendons, and 21.32% for the dome tendons.Based on the data gathered during the Three Mile Island Unit 1 35 Year In-Service Inspection on the containment structure post tensioning system and reported herein, the conclusion is reached that no abnormal degradation of the post tensioning system has occurred. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: iii DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION ______PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear TABLE OF CONTENTS DOCUMENT COVER SHEET ABSTRACT ii TABLE OF CONTENTS iii

1.0 INTRODUCTION

1 Table 1-1: Three Mile Island -Surveillance Tendons 2 Table 1-2: Three Mile Island -Gasket Repair Tendons 2 2.0 SURVEILLANCE PROCEDURES 3 3.0 SHEATHING FILLER ANALYSIS 4 Table 3-1: Laboratory Analysis of Sheathing Filler 5 4.0 ANCHORAGE COMPONENTS 6 Table 4-1: SQ6.0- Grease Cap Removal -Surveillance Tendons 6 Table 4-2: SQ6.0 -Grease Cap Removal -Gasket Repair Tendons 7 Table 4-3: SQ6.1 -Inspection for Water -Surveillance Tendons 8 Table 4-4: SQ6.1 -Inspection for Water -Gasket Repair Tendons 8 Table 4-5: Detailed Anchorage Inspection -Surveillance tendons 10 Table 4-6: Buttonhead Count -Surveillance Tendons 11 Table 4-7: Detailed Concrete Inspection -Surveillance Tendons 12 Table 4-8: SQ7.1 -Thread Measurements -Surveillance Tendons 13 5.0 HYDRAULIC JACK CALIBRATIONS 14 Table 5-1: Hydraulic Jack Calibrations 14 6.0 TENDON LIFTOFFS 15 Table 6-1: Monitoring Tendon Force 16 Table 6-2: Monitoring Tendon Force -Normalized Force 17 7.0 WIRE INSPECTION AND WIRE TESTING 18 Table 7-1: Visual Inspection And Tensile Testing Of Wires 18 8.0 TENDON RETENSIONING AND RESEALING 19 Table 8-1: Retensioning 19 Table 8-2: SQ12,0 -Grease Cap Replacement -Surveillance Tendons 22 Table 8-3: SQ12.0 -Grease Cap Replacement -Gasket Repair Tendons 23 Table 8-4: SQ 12.1 -Grease Loss vs. Grease Replacement -Surveillance Tendons 25 Table 8-5: SQ12.1 -Grease Loss vs. Grease Replacement -Gasket Repair Tendons 26 9.0 COMPARISON WITH ORIGINAL INSTALLATION DATA 27 Table 9-1: Comparison with Original Installation Data 27 DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE iv'I DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION ExeIn.PROJECT TITLE: TMI UNIT 1 35TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear

10.0 CONCLUSION

28 11.0 REFERENCE DOCUMENTS 30 APPENDICES NO. OF PAGES APPENDIX A: SURVEILLANCE DATA SHEETS APPENDIX B: LABORATORY ANALYSIS OF SHEATHING FILLER APPENDIX C: JACK CALIBRATIONS APPENDIX D: PSC SURVEILLANCE PROCEDURES APPENDIX E: TMI SURVEILLANCE PROCEDURES APPENDIX F: GAUGE CALIBRATION SHEETS APPENDIX G: CORRESPONDENCE APPENDIX H: GENERAL CONTAINMENT CONCRETE INSPECTION 350 24 24 180 124 14 6 62 DOCUMENT NUMBER: TM-N1043-500 THREVISION: 0 PAGE. 1 x ln DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 35 YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear

1.0 INTRODUCTION

1.1 This report details the 2009 Three Mile Island Unit 1 -3 5 TH Year containment structure post tensioning system tendon surveillance. The surveillance program is a systematic means of assessing the quality and structural performance of the post tensioning system.1.2 The tendon surveillance program consists of a periodic inspection of the condition of a selected group of tendons. This program provides confidence in the condition and functional capability of the system, and an opportunity for timely corrective measures if adverse conditions are detected.The 2009 tendon surveillance at TMI began on August 11, 2009 and ended on January 22, 2010.This surveillance period consisted of a Physical Inspection of the post tensioning system.Physical tendon surveillance consists of: sheathing filler inspection and testing, inspection for water, thread measurement, anchorage inspection, concrete inspection around tendons, force monitoring, inspection and tensile testing of removed wire samples (for detensioned tendons), retensioning of detensioned tendons and replacement of sheathing filler after completion of all inspections.

1.3 Three

Mile Island is currently committed to meet the requirements of the American Society of Mechanical Engineers, Boiler and Pressure Vessel Code, Section XI, 1992 Edition with 1992 Addenda and the applicable amendments as specified in 1OCFR50.55a, Codes and Standard.1.4 PSC Surveillance Procedures, TMI Surveillance Procedures 1301-9.1 Revision 20, the Code of Federal Regulations 10CFR50.55a, and ASME Section XI, Sub-Section IWL define the specific requirements for selection of the inspection tendons as well as acceptance criteria for the performance of the inspections. A copy of the PSC Surveillance Procedures is included in APPENDIX D of this Surveillance Report. A copy of the TMI Surveillance Procedure is attached in APPENDIX E of this report. The scope for the surveillance is included in Table 1-1.1.5 Nine tendons were identified by TMI for Grease Leak / Gasket Repairs. These tendons only received a limited inspection of the grease coverage / condition and for the presence of water. If unacceptable conditions had been noted, a full visual inspection would have been performed. The tendons chosen and the inspections performed are listed in Table 1-2. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE: 2 FINAL REPORT FOR THE UNIT 1 3 5 TM YEAR CONTAINMENT IWL INSPECTION ExeIon, TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear VISUAL PHISICAL TENDON END 6 6qýC COMMENTS SHIOP,& FIELD (J) 0) CO CO)OCCC H13-41 BT1&BT3 ....* ...H24-33 BT 2 & BT 4 * * * * ...H46-50 BT 4 & BT 6 o o o * .* .H51-49 BT 1 & BT 5 o

• o
• o 9 o o o o o DETENSION H62-26 BT 2 & BT 6 9 * *
• o 0 0
• o COMMON V-1l TOP & BOT o o o o o o .i V-32 TOP & BOT
• o o 0 0 0 0 * .COMMON V-90 TOP & BOT o
• o o * ......DETENSION V-132 TOP & BOT o o o o o ...D-122 B BT5& BT 2 o o o 0 ..*D-225 BT 5 & BT 2 o* o 0
• 0 COMMON D-322 N&S 0 0 0 00000 DETENSION D-342 BT6/BT4 ,
• 0 T COMMITMENT FROM 30TH YEAR VISUAL PHISICAL TENDON END q 4M= -CMET.OO.COMMENTS FIELD ..CCCC V-10 BOTTOM o ...GREASE LEAK REPAIR V-55 BOTTOM o
• o
• GREASE LEAK REPAIR V-60 BOTTOM .* ..GREASE LEAK REPAIR V-62 BOTTOM o ...GREASE LEAK REPAIR V-71 BOTTOM 0 o ..GREASE LEAK REPAIR V-84 BOTTOM 00 o BEARING PLATE INSPECTION V-88 BOTTOM 00 9 GREASE LEAK REPAIR V-98 BOTTOM 00
• GREASE LEAK REPAIR V-99 BOTTOM 0 0 0 0 GREASE LEAK REPAIR LEGEND SQ 6.0 -GREASE CAP REMOVAL 1301-9.1 -MONITOR TENDON FORCES (IWL Item L2.20)SQ 6.1 -INSPECTION FOR WATER (IWL Item L2.50) and RETENSION TENDONS SQ 7.0 -GREASE SAMPLE ANALYSIS (IWL Item L2.40) SQ 10.2- TENDON WIRE INSPECTION (IWL Item L2.20)SQ 7.1 -THREAD MEASUREMENT SQ 10.3 -TESTING TENDON WIRES (IWL Item L2.20)VT-1 / VT-1C -AS PER ER-AA-335-018 SQ 12.0 -GREASE CAP REPLACEMENT (IWL Items L2.40, L1.10, L1.11 and Ll1.12) SQ 12.1 -GREASE REPLACEMENT DOCUMENT NUMBER: TM-N1043-500 REVISION:

0 PAGE: 3 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION ExeInn.PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 2.0 SURVEILLANCE PROCEDURES APPENDIX D and APPENDIX E of this Surveillance Report contain the detailed procedures for conducting the tendon surveillance. The surveillance consists of the following steps: 2.1 Grease cap removal and visual examination of sheathing filler (grease).2.2 Analytical testing of sheathing filler (grease) samples.2.3 Examination for the presence of water.2.4 Inspection of the anchorage assembly of each surveillance tendon end for deleterious conditions such as corrosion, cracks, broken or missing wires or buttonheads.

2.5 Thread

measurement for each tendon that is monitored for force.2.6 Measurement of the liftoff force for each physical surveillance tendon.2.7 Removal of one wire from surveillance tendons which are detensioned for examination and testing.2.8 Retensioning of detensioned tendons and measuring of the corresponding tendon elongation.

2.9 Visual

inspection for corrosion, pitting, or any significant physical change of the removed wires.2.10 Testing of samples taken from wires removed from tendons for yield strength, ultimate strength, and percentage elongation at failure 2.11 Resealing tendon caps and replacement of lost sheathing filler (grease) into the tendon duct and cap.2.12 Evaluation of test and inspection results to assess the general condition of the post tensioning system. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 4 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 TH YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 3.0 SHEATHING FILLER ANALYSIS 3.1 Two samples of sheathing filler (grease) were removed from each end of the surveillance tendons. Chemical tests were performed on a sample from each end by Suburban Laboratories, Inc. The results of the tests are presented in APPENDIX B and are summarized in Table 3-1.3.2 The maximum acceptable test limits are: 3.2.1 Maximum 10 parts per million for water-soluble chlorides, nitrates and sulfides. All of the samples tested met these acceptance criteria.3.2.2 Maximum 10 percent by weight for water content. All of the samples tested met this requirement.

3.2.3 Reserve

Alkalinity (Base Number) greater than zero. The acceptance criteria for reserve alkalinity is determined by Table IWL-2525-1 and further explained and clarified by notes 3 and 4 from Enclosure 3 of TMI Procedure 1301-9.1. The reserve alkalinity is reported on the grease sample testing results as the Neutralization Number.3.2.3.1 Four of the grease samples tested had neutralization numbers below the detection limits of the test (<0.5 mgKOH/g). Additional acid tests were conducted to verify the low numbers. These acid tests produced results <0.5 indicating a near neutral condition, as found in the original 2090-P grease, and therefore indicated no discernable change or deterioration in the grease. These four samples are acceptable per Note 4 or Enclosure 3 of TMI Procedure 1301-9.1.3.2.3.2 All of the other grease samples tested had Neutralization Numbers confirmed greater than zero upon initial testing and are acceptable.

3.3 Sheathing

filler samples were not taken or analyzed for Grease Leak Repair Tendons.Grease samples were), / collected from all tend ons. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE: 5 FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION _TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear ION CONCENTRATIOj (PPM) WATER NEUTRAL TENDON END CONTENT No.CHLORIDE NITRATE- SULFIDE (%Wt) (mg KOHIg)SHOP / BT 1 <0.50 <0.50 <0.50 <0.10 <0.50 FIELD / BT 3 <0.50 <0.50, <0. O5 <0.10 0.570 SHOP / BT 4 <0.50 <0.50 <0.50 <0.10 <0.50 H24-33 FIELD / BT 2 <0.50 <0.50 <0.50 <0A10 2.23 SHOP / BT 6 <0.50 <0.50 <0.50 0.58 2.21 H46-50 FIELD I BT 4 <0.50 <0.50 :' <0.50 0 .20 2.51 SHOP BT 1 <0.50 <0.50 <0.50 <0.10 <0.50 H51-49 -ILIT <0- <0.50- -111' 11. 1.12 FIELD/BT 5 0.50 ,<0.60 ,<0.5'0 <0.10 1.12 SHOP /BT 6 <0.50 !0.50 <0.50 <0.10 44.60 H62-26 ... -FIELD I BT 2 <0.50 <0.50 j <0.50 0.15 .34.70 SHOP/TOP <0.50 <0.50 <0.50 0.21 31.90 FIELD/BOT <0.50 <0.50 <0.50 <0.10 1.40 SHOP/TOP <0.50 <0.50 <0.50 <0.10 50.60 V-32 -FIELDIBOT " ý<0.50 <0.50, <0.50 -0.48 39.70 SHOP / TOP <0.50 <0.50 <0.50 0.50 2.82 V -9 0 I 1.. ..... .......'"- -.. ......., FIELD / BOT <0.50 <0.50 ,<0.50 <0.10 3.43 SHOP/TOP <0.50 <0.50 <0.50 0.30 46.80 V FIELD / BOT <0.5 0 <0.50 ý <0.50 <0.10 5.11 SHOP / BT 5 <0.50 <0.50 <0.50 <0.10 2.79 D-122 FIELD`/ NE <0.50' <0.50 <0.50 <0.10 55.00 SHOP / BT 5 <0.50 <0.50 <0.50 <0.10 37.3 D-225 FIELD / BT 2 <0.50 -<0.50 52.00 SHOP / N <0.50 <0.50 <0.50 <0.10 <0.50 D-322 FIELD/ S <0.50 <5.00 <0.50 <0.10 0.81 SHOP/BT6 <0.50 <0.50 <0.50 <0.10 1.67 D-342 BT 4 .... .50 < 0. "5 , 0 .... , 4. 94.FIELD / BT: 4 <0.50' -<0.50 <0.50 .. .:,,<0.10 ... 4.94 ,"": DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE: 6 FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION E TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 4.0 ANCHORAGE COMPONENTS In the following discussion, all procedures referred to are included in APPENDIX D or APPENDIX E of this report and all data sheets are included in APPENDIX A.4.1 SQ6.0 -GREASE CAP REMOVAL 4.1.1 Inspection of the anchorage components began by removing the grease cap of each surveillance tendon end (PSC Procedure SQ 6.0). Complete grease coating (100%) was found on all tendon ends inspected. The percentage of grease coverage for each anchorage component was recorded on Data Sheet SQ 6.0 with the results tabulated in Table 4-1 and Table 4-2.GREASE COATING (%)TENDON END GREASE BUTTON ANCHOR SHIMS BEARING CAP HEADS HEAD PLATE: SHOP /BT 1 100 100 100 100 100 H13-41 FIELD BT3 100 1.00 100 100 .100 SHOP/BT4 100 100 100 100 100 H24-33 -ILIB2Y 10 FIELD1 BT 2 0 100 100 100 1 ':0 SHOP/BT6 100 100 100 100 100 H46-50 ,..... ib0 .......,,FIELD1BT4 1100 100 100 -100 SHOP /BT 1 100 100 100 100 100 H51-49 -- -- ...... ...FIELD /BT5 6 100 100 100 100 100 SHOP/BT6 100 100 100 100 100 H62-26 FIELD /TO 100 100 100 100 100 SHOP/TOP 100 100 100 100 100 FIELD /BOT 100 100 100 100 100 SHOP/TOP 100 100 100 100 100 V -32 I. I-, ---I.-I; 'FIELD/ BOT 100 100 100 100 100 SHOP/TOP 100 100 100 100 100 FIELD/BOT 100 100 100 100 100 SHOP/TOP 100 100 100 100 100 V-1 32 D.FIELD/ BOT 100 100 100 100 100 SHOP/BT5 100 100 100 100 100 D-1 22 FIELD / 10 10100 100 100 SHOP/BT5 100 100 100 100 100 D-225 FILD- 2 0 0 FIELD .... BT 2 1001100 100 100 SHOP /N 100 100 100 100 100 D22 FIELD-/S 100 100, 100 100 160 SHOP/BT6 100 100 100 100 100 D-342 FIELD/ST 4 100 100' 100 10010 DOCUMENTNUMBER: TM-N1043-500 REVISION: 0 PAGE 7 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION ______PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 NucleaT GREASE COATING (%)TENDON END GREASE BUTTON ANCHOR BEARING CAP HEADS HEAD PLATE V-10 FIELD / BOT 100 100 100 100 100 V-55 FIELD / BOT 100 100 100 100 100 V-60 FIELD / BOT 100 100 100 100 100 V-62 FIELD / BOT 100 100 100 100 100 V-71 FIELD / BOT 100 100 100 100 100 V-84 FIELD/BOT 100 100 100 100 100 V-88 FIELD / BOT 100 100 100 100 100 V-98 FIELD / BOT 100 100 100 100 100 V-99 FIELD / BOT 100 100 100 100 100 Complete (100%)grease coverage was observed on all tendon ends inspected. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE Exel .FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION E TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 4.2 S06.1 -INSPECT FOR WATER 4.2.1 Throughout the inspection process, the presence of water on any anchorage components is monitored. Water Inspections were recorded on Data Sheet SQ 6.1 and are summarized in Table 4-3 and Table 4-4.4.2.2 No water was observed during the cap removal or at any time during the inspections for all the grease caps removed.SURVEILLANCE TENDONS WATER TENDON END QUANTITY SHOP / BT 1 0 H13-41 FIELD I BT 3 0 SHOP/BT4 0 H24-33 FIELD / BT 2 0 SHOP/BT6 0 H46-50 FIELD / BT 4 0 SHOP / BT 1 0 H51-49 FIELD / BT 5 0 SHOP/BT6 0 H62-26 FIELD/BT2 0 SHOP/TOP 0 V-1 1 FIELD / BOT 0 SURVEILLANCE TENDONS WATER TENDON END QUANTITY__ _(z-.).SHOP/TOP 0 V-90 FIELD / BOT 0 SHOP/TOP 0 V-132 FIELD / BOT 0 SHOP/BT5 0 D-122 FIELD / NE 0 SHOP/BT5 0 D-225 FIELD / BT 2 0 SHOP /N 0 D-322 FIELD /S 0 SHOP/BT6 0 D-342 FIELD / BT 4 0 V-32 SHOP/TOP FIELD / BOT 0 0 i i SURVEILLANCE TENDONS SURVEILLANCE TENDONS WATER WATER TENDON END QUANTITY TENDON END QUANTITY_(oz.) _(oz_.V-10 'FIELD / BOT 0 V-84 FIELD / BOT 0 V-55 FIELD / BOT 0 V-88 FIELD / BOT 0 V-60 FIELD / BOT 0 V-98 FIELD / BOT 0 V-62 FIELD / BOT 0 V-99 FIELD / BOT 0 V-71 FIELD / BOT 0 DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 9 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION -PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 4.3 ANCHORAGE VISUAL EXAMINATION 4.3.1 A detailed visual examination was performed on all of the anchorage components (anchorhead, buttonheads, bushing, shims and bearing plate) of each surveillance tendon end for recordable indications as outlined in Exelon Procedure ER-AA-335-018, which is included in APPENDIX E.The results were recorded on Data Sheet ER-AA-335-018, Attachment 5 and are summarized in Table 4-5.4.3.2 No recordable indications were found during the initial inspection of any tendon ends. The only recordable indication noted was a protruding buttonhead found on the field end of tendon D322 after retensioning. The rest of the observations made were information only and consist of light inactive rust on the shims and/or bearing plate, split buttonheads, or test wires which were removed. Also, the shop end of dome tendon D-122 was noted as having a shim gap of 1.25" during the as-found inspection. The shim gap was remedied as much as conditions permitted. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE- 10 Exekn FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION E TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear ANCHOR/ RESULTS TENDON END BUSHING EXPLANATION I.D. NI RI TYPE 10 SHOP / BT 1 569/766 X H13-41 FIELD / BT 3 132 X SHOP / BT 4 1031 /1249 F Light inactive surface rust on shims H24-33 FIELD / BT 2 662 X SHOP/BT6 678/754 X H46-50 FIELD / BT 4 900 F Light inactive surface rust on shims SHOP / BT 1 1007 / 1156 A 1 wire removed for testing this surv.H51-49 .... ...FIELD / BT 5 890 0 1 split buttonhead (0.030")A 1 wire removed for testing this surv.SHOP/BT6 837/924 X H62-26 FIELD / BT 2 571 X SHOP/TOP 519/1213 X V-1l FIELD / BOT 555 X SHOP/TOP 1036/1050 X V-32 FIELD / BOT 657 X SHOP / TOP 890 / 590 A 1 wire removed for testing this surv.V-90 FIELD / BOT 728 A 1 wire removed for testing this surv.SHOP/TOP 916/1098 X V-132 q FIELD'/ BOT 682 X SHOP / BT 5 547 / 1074 L 1.25" shim gap at top of anchorage D-122 .. ... ... F -iqht inactive surface rust on shims FIELD/ NE 754 X SHOP / BT 5 765/1137 F Light inactive surface rust on shims D-225 .and bearinq plate FIELD / BT 2 684 X SHOP/N 668 / 1002 C 1 protruding wire after retensioning D-322 /.NA .1 wire removed for testinq thissurv.FIELD / S 1064 A 1 wire removed for testing this surv. -SHOP / BT 6 1146 / 1183 F Light inactive surface rust on shims D-342 FIELD / BT 4 841 X NI -NO INDICATIONS A- Missing Wires B -Missing Buttonheads RI -RECORDABLE INDICATION 10 -INFORMATION ONLY Nicks, Gouges, Mechanical Damage Uneven Shim Stack C -Protruding/ Unseated Wires D -Broken Wires E -Active Corrosion F -Other Corrosion G -Evidence of Free Water (Quantify) H -Cracks I -Pitting NI -No Indication K -Uneven Shim Stack L -Excessive Shim Gaps M -Gasket Seating Surface Damage N -Surface Discontinuities, Deflections 0 -Other (Explain) DOCUMENTNUMBER: TM-N1043-500 REVISION: 0 PAGE: 11 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION _______PROJECT TITLE: TMI UNIT 1 35 YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 4.4 BUTTONHEAD COUNT 4.4.1 An inspection for protruding and missing buttonheads was performed on each surveillance tendon end and documented per TMI Procedure 1301-9.1 Revision 20 -Tendon Buttonhead Inspection. This inspection is performed to acquire information on the function of the tendon since the original installation or previous surveillance. A missing and/or protruding buttonhead decreases the amount of effective wires in the tendon. The results of these inspections are recorded on Enclosure 6, Data Sheet 4 from TMI Procedure 1301-9.1 and are summarized in Table 4-6.4.4.2 Upon completion of retensioning process, the shop end of tendon D-322 was identified with a protruding buttonhead (0.35"). No other protruding/missing buttonheads were detected on any of the inspected tendon ends, aside from those removed for testing.PREVIOUSLY AS FOUND __ AS LEFT LU W. L LU [0 O ZC 0 0 C1 Z 0 WU)Z )U TENDON END W Z LU W, Z (' 1 W-a. .. .SHOP / BT 1 0 0 0 0 0 0 0 169 169 H 1 3 -4 1 ..... ..... ... .. .. ... ...FIELD/BT3 0 0 0 0 0 0 0 169 169 SHOP/BT4 0 0 0 0 0 0 0 169 169 H24-33 FIELD / BT 2 0 0 0 0 0 0 0 169 169 SHOP/BT6 0 0 0 0 0 0 0 169 169 H 4 6 -5 0 -. .FIELD / BT 4 0 0 0 0 0 0 0 169 169 SHOP/BT 1 0 0 0 0 0 0 1 169 168 H51-49 FIELD/BT 5 0 0 0 0 0 0 1 169 168 SHOP/BT6 0 0 0 0 0 0 0 169 169 H-I62-26 FIELD / BT 2 0 0 0 0 0 0 0 169 169 SHOP/TOP 0 0 0 0 0 0 0 169 169 V-11: FIELD / BOT 0 0 0 0 0 0 0 169 169 SHOP/TOP 0 0 0 0 0 0 0 169 169 V-32 FIELD / BOT 0 0 0 0 0 0 0 169 169 SHOP/TOP 0 0 0 0 0 0 1 169 168 V-90 FIELD / BOT 0 0 0 0 0 0 1 169 168 SHOP/TOP 0 0 0 0 0 0 0 169 169 V-132 FIELD/BOT 0 0 0 0 0 0 0 169 169 SHOP/BT5 0 0 0 0 0 0 0 169 169 D-122 FIELD/NE 0 0 0 0 0 0 0 169 169 SHOP/BT5 0 0 0 0 0 0 0 169 169 D -225. .. ...; ...... -FIELD/BT2 0 0 0. 0 0 0 0 169 169 SHOP / N 0 0 0 0 1 0 1 169 167 D -3 2 2. ........... ....... *. ...FIELD / S 0 0 0 0 0 0 1 169 168 SHOP/BT6 0 0 0 0 0 0 0 169 169 D-342 FIELD / BT 4 0 0 0 0 0 0 0 169 169 DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE: 12 FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION Exelon.TMI UNIT 1 35TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 4.5 DETAILED CONCRETE EXAMINATION 4.5.1 A detailed visual examination (VT-1C) was performed on the 24" around the bearing plate of each surveillance tendon end in accordance with Exelon Procedure ER-AA-335-018. The results were recorded on Exelon Procedure ER-AA-335-018, Attachment 6 and are summarized in Table 4-7.None of the inspected tendon ends exhibited concretecracks exceeding 0.010" around any bearing plate inspected. 4~ --Q~i~ Wjx~tii ~ai~3kij~ ~RESULTS TENDON END RESULTS NI RI TYPE 10 SHOP /BT 1 x H13-41 FIELD /BT 3 X 1 crack extending from the upper right corner of the SHOP / BT 4 A bearing plate to the lower right corner of the bearing H24-33 ..plate above 12" Long x < 0.010" wide.FIELD / BT 2 x SHOP/BT6 x H46-50 FIELD/BT4 X SHOP /BT 1 x H51-49 FIELD / BT 5 x Exam Limited Due to Accesibility SHOP/BT6 x H62-26 -FIELD / BT 2 X SHOP/TOP X V-11 FIELD / BOT Efflorescence on Exterior Wall. 4" strip around entire FIELD__BOT Q__ gallery.SHOP/TOP x V-32 FIELD / BOT X SHOP/TOP x V-90 A 1 crack adjacent to the bearing plate 3' L x <0.010" V-0 FIELD / BOT wide A 1 crack from corner of bearing plate to exterior wall 10" L x <0.010" wide.SHOP / TOP P Small bugholes present in the entire area.V-132 FIELD / BOT Q Efflorescence on inner wall.M Large area of light scaling above tendon A Crack from top corner of bearing plate 4' Long x SHOP / BT 5 <0.010" wide.D-122 A Crack from bottom center of bearing plate 6' Long x<0.010" wide.FIELD / NE x A Crack extending from right upper corner of bearing SHOP / BT 5 plate 49" long x <0.010" wide D-225 A Crack from lower right corner 44" L x <0.010" wide.FIELD / BT 2 H Grout patch from lower left to upper right of bearing plate separating from concrete.SHOP/N X D-322 FIELD / S X 3 cracks. 2 at top and I at bottom of bearing plate.D-342 12" max length x <0.010" wide.FIELD / BT 4 A 1 crack above bearing plate 17" long x <0.010" wide. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 13 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 35 YEAR TENDON SURVEILLANCE DATE: 4/14/10 4.5.2 The concrete examinations of the accessible exterior surfaces and areas previously identified for re-examination were completed. The results of these examinations are summarized in APPENDIX H and were evaluated by the Utility.4 6 SO 71 ANCHCRHEAD THREAD MFA;IJRFMFNT 4.6,1 Threads measurements were taken to assure that the external threads of inspected tendon anchorages meet the minimum strength requirement of 120% of the minimum Guaranteed Ultimate Tensile Strength (GUTS) of the tendon, when coupled with a specific Stressing Adaptor.The results were recorded on Datasheet SQ7.1 and are summarized in Table 4-8. All measurements taken were in within acceptable limits.¶~i~Th~ 4Th ~7A1 a ~ fY ~m?.i.~(Iot a ~ ..,,Y.'MINIMUMMIN ANCHOR/, EXTERNAL EXTERNAL EXTERNAL ADAPTOR OR TENDON END BUSHING MAJOR PITCH MINOR I.D. (inches) (inches) (inches) MARK DIAMETER__ _ __ _ __ _ __ _ _ __ _ __ _ __ __ _ _ __ ...... .(IN)SHOP / BT 1 569 / 766 9.372 9.255 9.183 A5 8.598 H 13-41 FIELD ! BT 3 132 9.369 9.270 9.177 A5 8.579 SHOP/BT4 1031 /1249 9.374 9.249 9.179 A5 8.598 H24-33 FIELD / BT 2 662 9.390 9.261 9.204 A5 8.598 SHOP /BT 6 678 / 754 9.375 9.284 9.194 A5 8.513 H46-50 FIELD / BT 4 900 9.371 9.250 9.172 A5 8.717 SHOP / BT 1 1007/1156 9.397 9.264 9.200 A5 8.443 H51-49 FIELD / BT 5 890 9.378 9.270 9.166 X2 8.755 SHOP/BT6 837/924 9.375 9.275 9.175 A5 8.543 H62-26 FIELD / BT 2 571 9.380 9.268 9.168 A5 8.682 SHOP/TOP 519/1213 9.371 9.250 9.184 X2 8.677 V-11* -FIELD / BOT 555 N/A N/A N/A N/A' N/A SHOP/TOP 1036/1050 9.363 9.252 9.164 X2 8.720 V-32*FIELD / BOT 657 N/A N/A N/A N/A N/A SHOP / TOP 890 / 590 9.362 9.254 9.190 X2 8.720 V-98*FIELD / BOT 728 N/A N/A N/A N/A N/A SHOP / TOP 916 / 1098 9.378 9.263 9.190 A5 8.534 V-132*FIELD /BOT 682 N/A N/A N/A N/A N/A SHOP / BT 5 547 / 1074 9.379 9.258 9.187 A5 8.598 D-122 FIELD / NE 754 9.396 9.243 9.179 A5 8.576 SHOP/BT5 765/1137 9.369 9.199 9.193 X2 8.750 D-225 FIELD / BT 2 684 9.366 9.244 9.175 X2 8.695 SHOP / N 668 / 1002 9.375 9.261 9.187 A5 8.660 D-322 FIELD / S 1064 9.379 9.256 9.183 X2 8.733 SHOP/ BT 6 1146/1183 9.356 9.245 9.917 X2 8.736 D-342 .FIELD /BT 4, 841 9.372 9.254 9.170 A5 8.598 Measurements not taken tor FIeld/lottom end of vertical tendons because no stressing equipment was attached to these ends. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE -.14 E xe k n DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION E PROJECT TITLE: TMI UNIT 1 35 YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 5.0 HYDRAULIC JACK CALIBRATIONS

5.1 Precision

Surveillance Corporation has developed a program for calibrating hydraulic jacks utilizing regression analysis (PSC Procedure QA 12.8.G-W). This is a process where a straight line is mathematically best fit to a set of data points (in this case, force versus gauge pressure). This results in a linear equation which relates the ram area (slope) and constant (y-intercept) for each jack calibration, allowing the conversion of pressure to force and vice versa. Completed calibrations for all of the hydraulic jacks used are contained in APPENDIX C and are summarized in Table 5-1.5.2 A before and after comparison of the stressing jacks' ram areas revealed that none of the hydraulic jacks' calibrations varied by more than 0.614%, indicating that they were in a properly calibrated status throughout the surveillance. Acceptable variation is 1.5%. The percent variation is obtained by comparing the maximum force calculated from the calibration data at the maximum pressure noted.5.3 Due to the timing of the surveillance compared to the SGR Project, the stressing jacks used for the surveillance had to be calibrated in two phases. Phase one was the portion of the surveillance performed before the SGRP started and Phase two represents the tendons inspected once the unit was shutdown. A pre and post calibration was performed for each phase.It should be noted that the post calibration for phase one is used as the pre calibration for phase two.5.4 The wire-testing ram, I.D.#7702 was calibrated before and after testing the wire samples and was also found within acceptable variation at -0.276% as compared using the maximum calibration forces.5.5 Note that the force exerted by a jack can be calculated as follows: Force= Area x Pressure + Constant (K) (in 2)(KSI)(K)W FIRST SECOND Z T 0 U_ Z IL.JACK I.D. w 0U. , .u. -U) W 0 W o- t +/- 0 o-L U0. U(L I-0 ......L..... 0-.... 0--0: U. LL=PHASE 1 CALIBRATIONS 9370 7/14/09 218.894 -2.248 1858.35 9/23/09 220.472 -4.255 1869.76 8500 +0.614 9371 7/9/09 220.008 -3.524 1866.54 9/23/09 1220.599 -5.486 1869.61 8500 +0.164 PHASE 2 CALIBRATIONS 9370 9/23/09 220.472 -4.255 1869.76 12/22/09 219.313 -1.189 1862.97 8500 -0.363 9371 9/23/09 220.599 -5.486 1869.61 12/22/09 219.509 -0.624 1865.20 8500 -0.236 PSC SHOP CALIBRATIONS 7702 112/23/09 11.696 10.091 114.507 112/29/09 11.697 10.123 114.548 18500 +0.276 DOCUMENT NUMBER: TM-N1043-500 THREVISION: 0 PAGE: 15 xip DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION _PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 6.0 TENDON LIFTOFFS 6.1 MONITOR TENDON FORCES 6.1.1 A liftoff is defined as the force required to transfer the load on a tendon from the shim stack to the stressing ram and is representative of the force held by that tendon. A liftoff is performed on each surveillance tendon to monitor the force exerted by the tendon onto the containment structure. TMI procedure 1301-9.1 details the steps taken to perform a liftoff. The results were documented on Data Sheets 1, 2 and 5 from TMI Procedure 1301-9.1 and are summarized in Table 6-1.6.1.1.1 It should be noted that performing a liftoff has only a localized effect on a tendon; therefore, it is acceptable to use the same jack for both ends of a tendon by executing the liftoff on separate occasions.

6.1.2 According

to ASME, Section Xi, subsection IWL-3221 .1:Tendon forces are acceptable if: (a) the average of all measured tendon forces, including those measured in IWL-3221.1(b)(2), for each type of tendon is equal to or greater than the minimum required prestress specified at the anchorage for that type of tendon;(b) the measured force in each individual tendon is not less than 95% of the predicted force unless the following conditions are satisfied: (1) the measured force in not more than one tendon is between 90% and 95% of the predicted force;(2) The measured forces in two tendons located adjacent to the tendon in IWL-3221. 1(b)(1) are not less than 95% of the predicted forces; and (3) the measured forces in all the remaining sample tendons are not less than 95%of the predicted force.6.1.3 Per TMI Procedure 1301-9.1-RB Structural Integrity Tendon Surveillance, Revision 20, Section 9.3, the acceptance criteria for liftoff forces is: (9.3.1) The average of all normalized tendon lift-off forces, including those measured in 9.3.2.2, for each type of tendon (vertical, dome, or hoop) is equal or greater than the required minimum average tendon force at the anchorage for that type of tendon.(9.3.2) The measured force in each individual tendon is not less than 95% of the Predicted Base Value (Predicted Force) obtained from VM-TM-2485... 6.1.4 All of the as-found tendon liftoff forces were above the 95% Predicted Base Value (Predicted Force) as required by IWL-3221.1.(a) and 9.3.1 of 1301-9.1, and were therefore deemed acceptable. The actual values for each tendon are summarized in Table 6-1.6.1.5 The average of the normalized liftoff values, as well as the average of as-found liftoff values, were above the required minimum average force for each tendon group (vertical, dome, or hoop) and deemed acceptable. The normalized forces were obtained by applying the normalization factors provided by Exelon for each individual tendon to the as-found liftoff forces. These computations are summarized in Table 6-2.6.1.6 Upon completion of the liftoff, a visual verification is performed to identify any changes in the condition of the tendon end. In addition, tendons that are detentioned undergo a visual examination after both detensioning and retensioning of the tendon. The shop end of tendon D-322 was identified with one protruding buttonhead (0.35") after retensioning. No additional protruding or broken wires were noted during or after liftoffs, detensioning or retensioning. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N043-500 REVISION: 0 PAGE 16 Exe n FINAL REPORT FOR THE UNIT 1 3 5 T' YEAR CONTAINMENT IWL INSPECTION E TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 NucleaT=J .... UJ (3l j3 0 z .u. CL w CO ZO Z~SHOP/BT1 6.50 169 9371 1172.50 HI13-41 1151.01 1153 1095 1038 YES FIELD3/ BT 3 6.70 169 9371 1129.51 SHOP /BT 4 6.50 169 .9371 1157.38 H24-33 1123.43 1068 1015 961 YES FIELD / BT 2 7.60 169 .9371 1089.47 SHOP / BT 6 6.40 169 9371 1204.31 H46-50 1130.62 1116 1060 1004 YES FIELD /BT 4 7.00 169 9371 1056.91 SHOP/!BT 1 7.10 169 9371 1185.70 H51 -49 1154.28 1132 1075 1019 YES FIELD/BT5 6.60 169 9370 1122.86 SHOP/BT6 6.80 169 9371 1130.98 H62-26 1141.25 1105 1050 995 YES FIELD/BT2 7.30 169 9371 1151.51 SHOP/TOP 14.30 169 9370 1205.97 V-3l 1205.97 1148 1091 1033 YES FIELD / BOT N/A N/A N/A N/A SHOP/TOP 14.15 169 9370 1175.10 V-32 1175.10 1181 1122 1063 YES FIELD / BOT N/A N/A N/A N/A SHOP/TOP 15.00 169 9371 1199.92 V-40 1199.92 1204 1144 1084 YES FIELD / BOT N/A N/A N/A N/A SHOP/TOP 15.50 169 9371 1205.78 V-132 1205.78 1204 1144 1084 YES FIELD / BOT N/A N/A N/A N/A SHOP/BT 5 5.65 169 9371 1110.44 D-122 1119.42 1082 1028 974 YES FIELD/NE 7.00 169 9371 1128.39 SHOP / BT 5 7.70 169 9370 1093.90 D-225 1088.25 1067 1014 960 YES FIELD / BT 2 4.70 169 9370 1082.59 SHOP/ N 6.65 169 9370 1137.78 D-322 1135.29 1128 1072 1015 YES FIELD/S 6.40 169 9371 1132.80 SHOP/BT6 5.40 169 9370 1118.12 D-342 1149.85 1116 1060 1004 YES FIELD/BT4 5.10 169 9371 1181.58 (ý7 DOCUMENT NUMBER: TM-N1043-500 DOCUMENT TITLE: FINAL REPORf PROJECT TITLE: TMI UNIT 1 3 5 T REVISION: 0 PAGE: 17 F FOR THE UNIT 1 3 5 TI YEAR CONTAINMENT IWL INSPECTION Nuclear H YEAR TENDON SURVEILLANCE DATE: 4/14/10 z , z O,," .U. 0 Uo..z0- zo- wo 0- N0 o IL (1~) NO N-0. ~Z z~~ ~ ~ LL Lwo 0 LL 0 5Eo C w -I. ..)_ z L ...... , -SHOP / BT 1 1172.50 H13-41 1151.01 -47 1104.01 FIELD/BT 3 1129.51 SHOP/BT4 1157.38 H24-33 1123.43 +38 1161.43 FIELD/BT2 1089.47 SHOP/BT6 1204.31 H46-50 1130.62 -9 1121.62 1140.12 1131.92 1108 YES FIELD/BT4 1056.91 SHOP / BT 1 1185.70 H51-49 1154.28 -25 1129.28 FIELD/BT5 1122.86 SHOP/BT6 1130.98 H62-26 1141.25 +2 1143.25 FIELD/BT2 1151.51 SHOP/TOP 1205.97 V-1I1 1205.97 +26 1231.97 FIELD / BOT N/A SHOP/TOP 1175.10 V-32 1175.10 -7 1168.1 FIELD / BOT N/A 1196.69 1186,44 1033 YES SHOP/TOP 1199.92 V-90 1199.92 -30 1169.92 FIELD / BOT N/A SHOP/TOP 1205.78 V-132 1205.78 -30 1175.78 FIELD / BOT N/A SHOP/BT5 1110.44 D-122 1119.42 +31 1150.42 FIELD / NE 1128.39 SHOP / BT 5 1093.90 D-225 1088.25 +45 1133.25 FIELD/BT2 1082.59 1123.20 1137.70 1064 YES SHOP/N 1137.78 D-322 1135.29 -15 1120.29 FIELD/S 1132.80 SHOP/BT6 1118.12 D-342 1149.85 -3 1146.85 FIELD/BT4 1181.58 DOCUMENTNUMBER: TM-N1043-500 TH REVISION: 0 -PAGE: 18 Exel ouln.DOCUMENT TITLE: FINAL REPORT FORTHE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 35 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 7.0 WIRE INSPECTION AND WIRE TESTING 7.1 One tendon from each group (Vertical, Hoop and Dome) was completely detensioned. A single wire was removed from each detensioned tendon for inspection and testing. Each removed wire was examined over its entire length for corrosion and mechanical damage. Three samples from each wire were tested for diameter, yield strength, ultimate tensile strength and elongation at failure. PSC SQ 10.2 outlines the details and acceptance criteria pertaining to the wire inspection and testing. All data was recorded on Data Sheets SQ10.2 and SQ10.3 and the results are summarized in Table 7-1.7.1.1 Wire diameter measurements were all within acceptable limits of 0.250" +/- 0.002". No mechanical damage was noted on any of the wires.7.1.2 The corrosion levels for the tested wires were: 1 -No visible corrosion. Or 2- Metal reddish brown color, no pitting.Which are both acceptable corrosion levels.7.1.3 The ultimate stress of the wires exceeded the minimum strength criteria of 240 ksi on all test samples. The lowest recorded ultimate stress was 278.244ksi. The percent elongation at sample failure was above the required minimum of 4.0% on all samples tested. The recorded elongation values on the samples varied from 5.10% to 5.60%.7.1.4 It was noted during the review process, by the Utility, that the sample ultimate break strengths were higher than had been reported in all the historical data. An additional sample was tested from each wire for confirmation and the results were consistent with the initial tests. For further confirmation, a different hydraulic ram was calibrated using a different load cell and one more sample from each wire was tested. The results using this independent equipment were again consistent with the initial and supplemental results.7.1.5 The utility performed a review of the calibration data for both hydraulic rams as well as the NIST calibration data for the load cells used. The calibration procedures from the 30'h Year and 35,h Year Surveillances as well as the wire testing procedure and datasheets from the 3 0 th Year and 3 5 th Year Surveillances were reviewed by the Utility with no significant changes or discrepancies. 7.1.6 The measured elongations at break and measured wire stress at 1% elongation were consistent between the current surveillance and historical data. All of the wire test results for the 3 5 th Year Surveillance meet or exceed the specified minimum requirements and the Utility has deemed the results acceptable. z Wo W g, 0 0 _j W U) ~ i W _j -ZW WUJ _V -Z , cog >- W n 0 0 1 2 20-29 0.250 222.275 282.389 5.40 YES H51-49 2 2 70-79 0.250 220.893 279.625 5.20 YES 3 2 140-149 0.250 227.111 278.244 5.10 YES 1 1 0-10 0.250 236.785 287.226 5.30 YES V-90 2 1 70-80 0.250 229.184 287.226 5.30 YES 3 1 170-180 0.250 231.257 '286.535 5.30 YES 1 2 20-29 0.250 235.403 282.389 5.30 YES D-322 2 2 70-79 0.250 231.257 280.316 5.30 YES 3 2 130-139 0.250 232.639 281.007 5.60 YES DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 19 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35T' YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 3 5 T" YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 8.0 TENDON RETENSIONING AND RESEALING 8.1 TENDON RETENSIONING 8.1.1 The tendons that were detensioned for test wire removal were retensioned per TMI Surveillance Procedures 1301-9.1 in order to restore them to an acceptable working force. The results of the retensioning process were recorded on Data Sheet 4 of TMI Procedure 1301-9.1 and the results are summarized in Table 8-1. In Table 8-1, "N/A" indicates restressing occurred from the opposite end only.8.1.2 According to ASME, Section Xl, subsection IWL-3221.1.(d): Tendon forces and elongation are acceptable if the following conditions are met: (d) The measured tendon elongation varies from the last measurement, adjusted for effective wires or strands, by less than 10%.8.1.2.1 All retensioned tendons elongations were compared to original elongation and found to be acceptable. 8.1.3 A force versus elongation graph of each retensioning is plotted to show the comparison of retensioning compared with original stressing force and elongation values.8.1.4 All tendons were retensioned to acceptable force values greater than as found.8.1.5 Retensioning forces (PTF, Step 1, Step 2 and OSF) are adjusted from original, for the surveillance, taking into account the amount of wires removed in order to compare the observed elongation to the original elongation accurately. z z Z AS-FOUND LIFTOFF RETENSIONING Z F 5 9370 0 0 90 V0 <1. 1 -W 19 SH P/ 937 1177530 1168.60Z W -Z D2 17x 10.00 -6.5404 0 au. 1170. + YE W FILDSI 4 0 Z WA.8 9a71 117.51 00 moo Z ORM 0J:.O. WOL Lu Wu- U. U. I- U SHOP/BT 1 9371 1185.70 9371 1225.40 H51-49 10.55 10.90 +3.32 1154.28 1214.65 +5.230 YES FIELD/BT 5 9370 1122.86 9370 1203.90 SHOP/TOP 9371 1199.92 9370 1238.14 V-90 /BO 12.35 11.90 -3.64 NA /A 1199.92 NA /A 1238.14 +3.185 YES SHOP/N 9370 1137.78 9370 1168.60 D-322 10.70 10.00 -6.54 j1135.29 1170.56 +3.107 YES FIELD/S 9371 1132.80 9371 1172.51 DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE- 20 FINAL REPORT FOR THE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 12 (n CD (D z 0-3 w 8 ELONGATION FOR H51-49 ORIGINAL SCOPE TENDON I I -I I I I I I IFIT I F j -I I F I I I I I I II F r-rFI35THYEAR-Ohi-gina/ T- .... .... .I I I [ I F I- ] T I I ---F --I -I F I T F I -" I I I --:-F-,-F-;F F I I I I I F I I I I F 4 0 0 200 400 600 800 FORCE (kips)1000 1200 1400 1600 ELONGATION FOR V-90 ORIGINAL SCOPE TENDON-7 T ---1 TI -F I: -I I IF I I I I I I F F F F II IF I I I IF I FI I 7-T"-r- T T,- F 12 l--z 0 F-0 z 0 04 0..... ....... .._- i i--35TH -ER-a- OriginalF~+/- F1LL-T 7 F F -F F 7 I ---I t F _1 ------F-- -T- F 4-- -F---I------

---

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F------,----- -F-1 -----F--h f -l i -----i TT L~~~ ~ ~ ~ F -- I I I ! I I I I I I I I I IF F F IF F FFII I I I I I I IFII FIFI FI I I I I 0 200 400 600 800 FORCE (kips)1000 1200 1400 1600 DOCUMENT NUMBER: TM-N1043-500 5HREVISION:

0 PAGE: 21 E c n DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear ELONGATION FOR D-322 ORIGINAL SCOPE TENDON 12 0 z 0 I-CD 8 T, -i --I1 i-l r~ ~ T 1-I -.f-- 35TH YEAR --o--OriginaL iIi I~~ 41 I.4 I I I I I I i'1 T- 11 7- --0I I I 0200 41 I I I I I I I I I-I --I-i1 I I 1 I I 1 i'1-1 I I I I I I I I S I I S I I 00 600 800 1000 FORCE (kips)1200 1400 1600 Once a test wire has been removed, the tendon is restressed and shims are added to restore its force. DOCUMENT NUMBER: DOCUMENT TITLE: PROJECT TITLE: TM-N1043-500 REVISION: 0 PAGE- 22 FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION _TMI UNIT 1 35TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 8.2 8.2.1 SQ12.0 TENDON CAP RESEALING After completion of all inspections, the anchorage components were hand coated with cold grease to ensure complete coverage. The caps were reinstalled with new gaskets. The results of the grease cap replacement were recorded on Data Sheet SQ 12.0 and are summarized in Table 8-2 and Table 8-3.CLZ in L_j 4U _ ._ jW Z40-, c SHOP /BT 1 YES YES YES YES YES YES H 13-41 FIELD / BT 3 YES ..., YES" YES " ..,YES YES'. /SHOP /BT 4 YES YES YES YES YES YES FIELD / BT 2 YES YES YES YES YES YES SHPB6 E E YSYSYES YES*:, SHOP /BT 1 YES YES YES YES YES YES FIELD/IBT '5 YES "':"YES " .. YES YEs -* YES " 'YES SHOP /BT 6 YES YES YES YES YES YES H 62-26 -......... .. . ES YES YES YES YES: SHOP / TOP YES YES YES YES YES YES FIELD /BOT ' :YES ...YES .YES " YES 'YES SHOP /TOP YES YES YES YES YES YES F.IELD/BOT

YES:'" YES. YES ...YES'YES SHOP /TOP YES YES YES YES YES YES V -9 0 .... .... .

.... ... .FIELD /BOT YES "YES" YES YES" : YES .. YES SHOP /TOP YES YES YES YES YES YES V-132 FIELD /BOT YES I YES' YES YES. YES .YES SHOP /BT 5 YES YES YES YES YES YES 1D-1-1Z2I,2_ F-12 LD/'NE- YES YES YES *YES YES "YES" SHOP / BT 5 YES YES YES YES YES YES D -2 2 5 :::: "" " I ,". .." ...... .. ...<FIELD/BT2 YES . YES YES YES YES, YES SHOP/BN YES YES YES YES YES YES D-322 FIELD/ $T, YES YES YES YES YES YES, SHOP/BT6 YES YES YES YES YES YES D-342 -' " ." I FIELD /BT4 YES YESES YES YES YES FIELD iB E E E E E DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 23 Exel n DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION E PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear Lu 0 C° z a w z F T YES S E SW -j R-6 FIL/O WE W E YES YES W E YES 0 zj u. 4u < Ca Ju 1 4 0~I- LL 0LL( IL C LC z 0 ( 0 a' ~ a a -uW M o .V-71 FIELD/BOT YES YES YES YES YES YES V-84 FIELD/IBOT YES YES YES YES YES YES WE6 FIEL I) WO YE YES YES YE YES YES V-62 FIELD/BOT YES YES YES YES YES YES V-91 FIELD / BOT YES YES YES YES YES YES V-55 FIELD / BOT YES YES YES YES YES YES V-88 FIELD / BOT YES YES YES YES YES YES V-98 FIELD / BOT YES YES YES YES YES YES V-99 FIELD /BOT YES YES I YES YES I YES I YES Once all inspections are complete, the grease cap is reinstalled with a new gasket.-r DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 24 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION Exel n PROJECT TITLE: TMI UNIT 1 35TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 8.3 SQ12.1 TENDON DUCT AND CAP RE-GREASING 8.3.1 Upon acceptable grease cap replacement, the necessary amount of sheathing filler (grease) was replaced. All of the inspected tendons were refilled within the acceptable limits as stated in PSC Procedure SQ12.1. The results of the grease replacement were recorded on Data Sheet SQ 12.1 and are summarized in Table 8-4 and Table 8-5. In Table 8-4 and Table 8-5, "N/A" indicates grease was not required to be added to the end identified according to PSC Procedure SQ12.1.8.3.2 The absolute difference between the amount of grease removed/lost and the amount of grease replaced in the subject tendon shall not exceed 10% of the net duct volume per PSC Procedure SQ 12.1. This requirement was met at all tendon ends and all refills were deemed acceptable.

8.3.3 Tendon

V-132 was part of the scope of the Steam Generator Replacement Project and as such the grease replacement was performed under that Project. No data was given to PSC regarding the refilling of V-1 32.Tendons are refilled with sheathing filler (grease) in order to replace what was removed during inspections. DOCUMENT NUMBER: TM-N 1043-500 REVISION: 0 PAGE: 25 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION Eekn.PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear GREASE REMOVED GREASE REPLACED DIFF DUCT TENDON END (GALLONS) (GALLONS) DFL.) VOLUME %DIFF. ACCEPT END TOTAL END TOTAL (GAL.)SHOP/ BT 1 6.50 7.96 H13-41 11.50 13.27 1.77 103.50 1.71 YES FIELD / BT 3 5.00 5.31 SHOP / BT 4 5.00 7.96 H24-33 9.00 12.38 3.38 103.20 3.27 YES FIELD / BT 2 4.00 4.42 SHOP / BT 6 4.50 7.08 H46-50 9.00 15.04 6.04 103.4 5.84 YES FIELD / BT 4 4.50 7.96 SHOP / BT 1 4.00 7.08 H51-49 8.00 14.16 6.16 103.40 5.96 YES FIELD / BT 5 4.00 7.08 SHOP / BT 6 4.00 7.08 H62-26 9.25 13.27 4.02 103.2 3.89 YES FIELD / BT 2 5.25 6.19 SHOP/TOP 4.00 N/A V-11 61.50 68.55 7.05 123.8 5.69 YES FIELD / BOT 57.50 68.55 SHOP / TOP 4.50 23.01 V-32 12.50 23.01 10.51 125.2 8.39 YES FIELD / BOT 8.00 N/A SHOP/TOP 4.00 N/A V-90 74.50 76.85 2.35 124.90 1.88 .YES FIELD / BOT 70.50 76.85 SHOP/TOP 2.00 N/A*V-132 58.50 N/A* N/A* N/A* N/A* N/A*FIELD / BOT 56.50 N/A*SHOP/BT5 34.50 44.02 D-122 40.00 44.062 4.02 118.70 3.38 YES" FIELD/BT NE 5.50 N/A SHOP / BT 5 7.00 7.96 D-225 15.75 18.58 2.83 119.90 2.36 YES FIELD / BT 2 8.75 10.62 SHOP / N 8.50 10.62 D-322 15.00 19.47 4.47 120.20 3.72 YES FIELD / S 6.50 8.85 SHOP / BT 6 10.00 58.72 D-342 50.00 58.72 8.72 107.8 8.09 YES FIELD / BT 4 40.00 N/A* Tendon V-1 32 was part of the scope of the Steam Generator Replacement Project and as such the grease replacement was performed under that Project. No data was given to PSC regarding the refilling of V-132. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 26 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 T YEAR CONTAINMENT IWL INSPECTION PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 GREASE GREASE REMOVED REPLACED DUCT TENDON END (GALLONS) (GALLONS) (AFF. VOLUME % DIFF. ACCEPT END TOTAL END TOTAL (GAL.)SHOP/TOP N/A N/A V-1 0 53.00 54.94 1.94 124.80 1.55 YES FIELD / BOT 53.00 54.94 SHOP/TOP N/A 1.77 V-55 0.25 1.77 1.52 120.00 1.26 YES FIELD / BOT 0.25 N/A SHOP/TOP N/A 14.61 V-60 34.25 34.52 0.27 120.00 0.22 YES FIELD / BOT 34.25 19.91 SHOP/TOP N/A 30.09 V-62 46.50 47.13 0.63 120.00 0.52 YES FIELD / BOT 46.50 17.04 SHOP/TOP N/A N/A V-71 46.00 46.20 0.20 120.00 0.16 YES FIELD / BOT 46.00 46.20 SHOP/TOP N/A 1.77 V.84 0.25 1.77 1.52 120.00 1.26 YES FIELD / BOT 0.25 N/A SHOP/TOP N/A N/A V-88 53.56 53.50 0.06 120.00 0.05 YES FIELD / BOT 53.56 53.50 SHOP/TOP N/A 35.40 V-98 40.28 50.01 9.73 120.00 8.10 YES FIELD / BOT 40.28 14.61 SHOP/TOP N/A N/A V-99 44.25 45.20 0.95 120.00 0.75 YES FIELD / BOT 44.25 45.20 DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 27 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35TH YEAR CONTAINMENT IWL INSPECTION _ ______PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 9.0 COMPARISON WITH ORIGINAL INSTALLATION DATA 9.1 A comparison of the liftoff forces from this surveillance to the original installation lock-off forces for the tendons physically inspected is made in an effort to detect any evidence of system degradation. The forces are compared in order to detect any abnormal force loss that would possibly indicate an underestimation of the creep, shrinkage and/or elastic shortening effects in the Containment Building. This comparison is summarized in Table 9-1.9.2 The losses since original installation for each tendon group are reported as: 21.76% for the hoop tendons, 17.16% for the vertical tendons, and 21.32% for the dome tendons.LIFTOFF FORCE GROUP TENDON LOSS (KIPS) % LOSS AVERAGE ORIGINAL @35 YEARS LOSS %H13-41 1447.42 1151.01 296.41 20.48 H24-33 1446.38 1123.43 322.95 .28.17 H46-50 1443.26 1130.62 312.64 21.66 21.76 H51-49 1426.60 1154.28 272.32 19.09 H62-26 1416.19 1141.25 274.94 19.41 V-11 1437.01 1205.97 231.04 16.08 V-32 1457.84 1175.10 282.74 19.39 17.16 V-90 1437.01 1199.92 237.09 16.50 V-132 1447.42 1205.78 241.64 16.69 D-122 1407.86 1119.42 288.44 20.49 D-225 1426.60 1088.25 338.35 23.71 21.32 D-322 1460.44 1135.29 325.15 22.26 D-342 1416.19 1149.85 266.34 18.81 DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE: 28 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 YEAR CONTAINMENT IWL INSPECTION Exekf.PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear

10.0 CONCLUSION

A review of this surveillance was conducted per IWL-3221 Unbonded Post-Tensioning Systems and is outlined below: IWL-3221 Acceptance by Examination IWL-3221.1 Tendon Force Tendon forces are acceptable if-(a) the average of all measured tendon forces, including those measured in IWL-3221. 1(b)(2), for each type of tendon is equal to or greater than the minimum required prestress specified at the anchorage for that type of tendon;Results: The normalized, as well as as-found, group averages for each group of tendons (hoop, vertical, dome) were all above the corresponding required minimum design force values.(b) the measured force in each individual tendon is not less than 95% of the predicted force unless the following conditions are satisfied: (1) the measured force in not more than one tendon is between 90% and 95% of the predicted force;(2) the measured forces in two tendons located adjacent to the tendon in IWL-3221. 1(b)(1) are not less than 95% of the predicted forces; and (3) the measured forces in all the remaining sample tendons are not less than 95% of the predicted force.Results: All of the hoop, vertical and dome tendon liftoffs were found to be above their corresponding 95% Predicted Base Value (Predicted Force) and were deemed acceptable. IWL-3221.2 Tendon Wire or Strand Samples. The condition of wire or strand samples is acceptable if: (a) samples are free of physical damage;Results: All of the tendon wire test samples were free of physical damage.(b) sample ultimate tensile strength and elongation are not less than minimum specified values.Results: All of the tendon test wire samples had acceptable results for ultimate tensile stress (> 240 ksi ) and elongation (> 4%).IWL-3221.3 Tendon Anchorage Areas. The condition of tendon anchorage areas is acceptable if.: (a) there is no evidence of cracking in anchor heads, shims, or bearing plates;Results: Detailed inspections did not reveal any cracks in the anchorage components for any inspected tendon end.(b) there is no evidence of active corrosion; Results: Detailed inspections did not reveal any active corrosion on the anchorage components for any inspected tendon end.(c) broken or unseated wires, broken strands, and detached buttonheads were documented and accepted during a pre-service examination or during a previous in-service examination; Results: No missing or protruding wires/buttonheads were discovered during initial examinations of surveillance tendon ends. One protruding buttonhead was identified on the shop end of dome tendon D-322 after retensioning. DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 35 TH YEAR CONTAINMENT IWL INSPECTION_' PROJECT TITLE: TMI UNIT 1 35 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nule-ar (d) cracks in the concrete adjacent to the bearing plates do not exceed 0.01 in. in width;Results: No cracks exceeding 0.010" were detected in the 24" of concrete adjacent to the bearing plates.IWL-3221.4 Corrosion Protection Medium. Corrosion protection medium is acceptable when the reserve alkalinity, water content and soluble ion concentrations of all samples are within the limits specified in Table IWL-2525-1. Results: All sheathing filler (grease) samples were tested and found to have acceptable levels of water-soluble ions (Chlorides, Nitrates and Sulfides). All neutralization numbers were above the IWL requirement of 0.0 mg KOH/g and acceptable. Water content values were below 10% by weight and acceptable for all samples tested.Additionally All tendons which were detensioned exhibited elongations within +/-10% of their original elongation values when they were restressed and were deemed acceptable. All of the detensioned tendons were restored to acceptable force levels.No water was detected on any of the inspected tendons at any point during inspections. The absolute difference between the amount of grease removed and replaced was less than 10% of the net duct volume and deemed acceptable for all tendon ends.Based upon the evaluation of the In-Service Inspection results for the Three Mile Island Unit 1 3 5 1h Year Containment Building Tendon Surveillance reported herein, PSC concludes that the containment structure has experienced no abnormal degradation of the post-tensioning system.The containment post-tensioning system is performing in accordance with the design requirements and is expected to continue to do so for the life of the unit. DOCUMENT NUMBER: TM-N1043-500 REVISION: 0 PAGE.- 30 DOCUMENT TITLE: FINAL REPORT FOR THE UNIT 1 3 5 TH YEAR CONTAINMENT IWL INSPECTION Ex "I PROJECT TITLE: TMI UNIT 1 3 5 TH YEAR TENDON SURVEILLANCE DATE: 4/14/10 Nuclear 11.0 REFERENCE DOCUMENTS 11.1 American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section XI,"Rules for In-Service Inspection of Nuclear Power Plant Components", 1992 Edition, with 1992 addenda.11.2 Code of Federal Regulation 10 CFR 50.55a 11.3 PSC Post Tensioning System In-Service Inspection Manual (N1043) for Exelon -Three Mile Island -Nuclear Plant Unit 1 Unit 1 Physical 3 5 th Year Containment Building Tendon Surveillance. 11.4 Three Mile Island Surveillance Procedures 1301-9.1 -RB Structural Integrity Tendon Surveillance, Revision 20 11.5 Exelon Nuclear ER-AA-335-018, Revision 5 -Detail, General, VT-1, VT-1C, VT-3 and VT-3C Visual Examination of ASME Class MC and CC Containment Surface and Components ////TM-N1043: APPENDIX A Revise' " f Q PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0//I//I/ A(Z.ct: TMi 3 5 T YEAR TENDON SURVEILLANCE JR UNIT 1.2) Tendon No.: Wis- ,//Tendon End: z4r 51 Shop F1 Field Grease Cap Removal//(7.5)Date Removal Started: / , (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes (7.7) Temp. of Concrete: , 6/9' °F Thermometer NJ _Ambient Temp.: g4 .O Thermometer No.: (8.4) Anchorhead I.D.: Z Anchorhead Verification: QC. Signoff RNo Re-Cal Date: Re-Cal Date:Match 17 No-Match (8.5) Grease Coating Grease Cap -Complete Q Partial Uncoated %Buttonheads -Complete < Partial Uncoated %Anchorhead -Complete -Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -i Complete .< Partial Uncoated %-Limited within the inside diameter of the grease cap.6) Unusual Conditions: ............ ......... ............ I -------------- ---_ ----- ........... ....... ......... I .......(. () Grease Color ratcn: U Yes Lxj No Grease Color: A, Comments: _ __...................................... ........ ....... .... ... .. ... .... .. ... ........ .......-----------. .... ... ....-- --- ----(8.8) Quantity of Samples A Quart Samples identified per Step 8.8.1? [Yes El No Location of Li A.H.Removal .H B.P. 0 Shims oap EL Duct (8.9) Oty. of Grease lost during removal of cap: O gal.(8.9.1) Grease from cap to be reused? EL Yes 0 No Qty. of Grease removed from cap: 4- gal.9-Gi i fdran-chorage --gal' ................... (9. 7) Damage during cap removal or anchorage. cleaning? El Yes (j] No Describe:___ (10.3) Method of Tendon Protection: (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8),0._ '+ (8.9) 9 + (8.9.1) j, +.(9.6). + (10.4) -o.= t&. TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. 9 Yes Li No I Reviewed: Level: Date: A7/_4-_/_a

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__15 SQ 6.0 TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE j] UNIT I (7.2) Tendon No.: L Tendon End: E]_______

__ UShop KField Grease Cap Removal ,___(7.5)Date Removal Started: .-e" Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage 7 LI Yes Pq No (7.7) Temp. of Concrete: 1L OF Thermometer No.,:.- ST_ Re-Cal Date: 7-27-10 Ambient Temp.:cL OLF Thermometer No.: W,_-6Z Re-Cal Date: 72.c"3- , (8.4) Anchorhead Anchorhead Verification: [] Match " No-Match (8.5) Grease Coating -, Grease Cap -Complete ,7 ,'Partial Uncoated %Buttonheads -Complete Partial -___ Uncoated %___,___Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated %_,,____Bearing Plate -1 Complete Partial Uncoated %-Limited within the Inside diameter of the grease cap..6) Unusual Conditions: AIW (8.7) Grease Color Match: El Yes 9 No Grease Color: .A ZW1 Comments: j_" (8.8) Quantity of Samples -- Quart Samples identified per Step 8.8.1? ;Yes [] No Location of Li A.H. LI B.P. LI Shims LI Duct Removal [S (8.9) Qty. of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? LI Yes Qty. of Grease removed from cap: oniab,5.____._ (9.6) Qty. of Grease removed from anchorage: , gal.-.(9.7) Damage during cap removal or anchorage cleaning? LI Yes 2UNo Describe: ,LAt"-1Method of Tendon Protection: 4 ....&'e: J (10.4) Amount of Grease Loss from Tendon duct: -gal. 2 z1,-o')(10.5) Total qUantitypf lost grease (below): (8.8),5_'+ (8:9) + (8.9.1)I36 +(9.6) _ + (10.4) I1 = ." TOTAL e Z (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. %Yes EL No , R eviewed: L Level: Date:.;:; 15 SQ 6.0 TM.09 ISI.doc S.-C...,:'¢ TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 Project: TMI 3 5TH YEAR TENDON SURVEILLANCE I] UNIT 1 (7.2) Tendon No.: 14I L -,3 Tendon End: &.),#. I-.. { Shop 0I Field Grease Cap Removal (7'.5)Date Removal Started, .It- pon Q.C. Signoff (7.6) Dry Ice Used on Grease Cap-and/or Anchorage [I Yes Xj No (7.7) Temp. of Concrete: '5 OF Thermometer No.; T: 2 Re-Cal Date: 7..27-Ic)Ambient Temp.: '*3 OF Thermometer No.: PKID2 Re-Cal Date: 77R?(8.4) Anchorhead !.D.: Anchorhead Verification: [3 Match No-Match Msi&, k/&(8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated _ _0 Shims -Complete V Partial Uncoated %Bearing Plate -( Complete 1/ Partial Uncoated % -I.-Limited within the inside diameter of the grease cap..6) Unusual Conditions- /(8.7) Grease Color Match: 17 Yes 9TNo Grease Color: .Comments: jz .., , (8.8) Quantity of Samples _;2 Quart Samples identified per Step 8.8.1? lEYes El No Location of 1 A.H. [I B.P. El Shims C Cap [I Duct Removal ! A& Bhp, , (8.9) Qty. of Grease lost during removal of cap: ". gal.(8.9.1) Grease from cap to be reused? LI Yes )0 No Qty. of Grease removed from cap: 2.- gal..(9.6) Qty. of Grease removed from anchorage: , .gal. , (9.7) Damage during cap removal or anchorage cleaning? El Yes X' No Describe: , e (10.3) Method of Tendon Protection: W 4 Je A 1/ _sezci eewW& 1-'4 (10.4) Amount of Grease Loss from Tendon duct: O gal.(10.5) Total quantity of lost grease (below): (8.8) j_ + (8.9) .2_.- + (8.9.1). + (9.6) _5_ + (10.4) ..= 5 TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. Yes LI No , , 3 Reviewed: Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPEN"DIX A Project: TMI 35TH YEAR TENDON. SURVEILLANCE 0 UNIT 1 (7.2) Tendon No.: H2 4 -33 Tendon End: &Ale s .. -1Shop Field Grease Cap. Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes Z"o.(7.7) Temp. of Concrete: 'IF Thermometer No.: RP-,, Re-Cal Date! " Ambient Temp.: gig OF ThermometerNo.: 'kq.q# Re-Cal Date: 7._Z,_ ,_7 (8.4) Anchorhead I.D.: Anchorhead Verification: .gMatch l. No-Match e, i r- v?(8.5) Grease Coating /Grease Cap -Complete V/ Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete V Partial Uncoated %_ _Shims -Complete V/ Partial Uncoated %Bearing Plate-(1) Complete I Partial Uncoated 0_____0__(1)- Limited within the inside diameterof the grease cap.----- --- -- -- -- ------- -.-- ------ -- --- ......--- ---- ------ --- -- ---- --. ....- -- -------------- --- --- --- -- --- --- --- ---.... ... ..-- -.... .--- -.. ..... ...6) Unusual Conditions: AID qQ (8.7) Grease Color'Match: r- Yes 2PNo Grease Color;: (8.8) Quantity of Samples A. Quart Samples identified per Step 8.8.11? ,Kes E No Location of H. El B.P. omims N 8-Cp El Duct " Removal (8.9) Qty. of Grease lost during removal of cap: gal .. $?(8.9.1) Grease from cap to be reused? El Yes *fCNo Qty. of Grease removed from cap: gal.(9.6) Qty. of Grease removed from anchorage: , 5t gal.(9.7) Damage dbiring cap removal or anchorage cleaning? El1 Yes FNoq Describe: (10.3) Method of Tendon Protection: ,ea.. t wh J J.. 6 *(10.4) Amount of Grease Lpss from Tendon duct: Q gal.(10.5) Total quantity of lost grease (below): (8.8) + (8.9) 4 + (8.9.1) 1 + (9.6) _ + (10.4) = TOTAL w '.(11.1.2) Document TOTAL grease lost on Data Sheet 12;1, GREASE REPLACEMENT. Kyes C] No Reviewed: Level: Date: 1 15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A r~evisionI U, u0l .30 ,PSC PROCEDURE SQ 6.0 I GREASE CAP REMOVAL Data ,Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0/7 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE / UNIT 1 (7.2) Tendon No.: Tendon End: /, 4IShop Jj Field Grease Cap Removal (7.5)Date Removal Started: , 0, Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes ['No (7.7) Temp. of Concrete: .23 OF Thermometer No,: Re-Cal Date: 7".'7- ib Ambient Temp.: 74 OF Thermometer No.: PK Re-Cal Date: (8.4) Anchorhead I.D.: 754 Anchorhead Verification: tWMatch El No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %_.__Shims -Complete " Partial Uncoated %Bearing Plate -(I) Complete Partial Uncoated %-) -Limited within the inside diameter of the grease cap..6) Unusual Conditions: ,/e//,, i (8.7) Grease Color Match: El Yes Ji No Grease Color: DAr 4 , Comments: AleML ., (8.8) Quantity of Samples .Quart Samples identified per Step 8.8.1? [9Yes El No Remcatin of [E A.H. El B.P. El Shims j Cap El Duct -, (8.9) Qty. of Grease lost during removal of cap: Igal.z (8.9.1) Grease from cap to be reused? El Yes W1 No Qty. of Grease removed from cap: Z gal.(9.6) Qty. of Grease removed from anchorage: , gal.(9.7) Damage during cap removal or anchorage cleaning? El Yes X No Describe: /V.4----------------------------------------------------------------------

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7----------------A----------------- (10.3) Method of Tendon Protection: 9,jA44Ie lbe_ Q& V-A t&./A _9?'W 9AS 4 I-lk110 (10.4) Amount of Grease Loss from Tendon duct: .gal.(10.5) Total quantity of lost grease (below): (8.8) + (8.9) LL+ (8.9.1) 2 + (9.6) .5 + (10.4) .= __, TOTAL ", ' .12 (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. RrYes El No-Reviewed: l Level: Date: 15 SQ 6.0 TM.09 ISIdoC TM-N 1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP.REMOVAL-Data Shbet 6.0 July 31, 2009 Pagel of 1 Revision 0 I Project: TMI 35" YEAR TENDON SURVEILLANCE E UNIT 1 (7.2) Tendon No.: -- Tendon End: .3nJl" i ["Shop Grease Cap Removal (7.5)Date Removal Started: ¶<1/ Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage 0 Yes N. No (7.7) Temp. of Concrete: -F Thermometer No.: STU_ Re-Cal Date: 7-77-10 Ambient Temp.: O 0 F Thermometer No.: PKI/67. Re-Cal Date: itT-/V I -(8.4) Anchorhead I.D.: L Anchorhead Verification: )<Match EU No-Match (8.5) Grease Coating Grease Cap- Complete Partial Uncoated %Buttonheads -Complete 7 Partial Uncoated %Anchorhead -Complete Partial Uncoated %_ _Shims -Complete Partial Uncoated %_ _Bearing Plate -) Complete __" Partial Uncoated % itie -v' s0.0) -Limited within the inside diameter of the grease cap..6) Unusual Conditions: A[.L.(8.7) Grease Color Match: D Yes fJNo Grease Color: hA4L e.r/Comments: Wfo0& .. IIo (8.8) Quantity of Samples -Quart Samples identified per Step 8.8.1? ZYes UNo Location of E] A.H. EU B.P. Ul Shims U Duct Removal X a lDc (8.9)% Qty. of Grease lost during removal of cap: ( gal. ,(69 (8.9.1) Grease from cap to be reused? 0 Yes r'No Qty. of Grease removed from cap: :2 6 gal.(9.6) Qty. of Grease removed from anchorage: , 5 gal. , a,1.i (9.7) Damage during cap removal or anchorage cleaning? U Yes XNo Describe: ,.4 4,,r... ...-(10.3) Method of Tendon Protection: &JM 14 J QA S(AIP+/-(10.4) Amount of Grease Loss from Tendon duct: 'gal. , (10.5) T6tal quantity of lost grease (below): " (( _.. +(8.9.)._ +(9.6)#_5 +(10.4) = t) TOTAL e (11,1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. ,Yes Ul No " fl-c-SReviewed: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 Project: TM1 35STh YEAR TENDON SURVEILLANCE UNIT I (7.2) Tendon No.: End: Shop []Field E7 __ Grease Cap Re~moval (7.5)Date Removal Started: Q.C. Signoff 4.(7.6) Dry Ice Used on Grease Cap and/or Anbhorage Ri Yes 0 No (7.7) Temp. of Concrete: , CF Thermometer No.: Re-Cal Date: Ambient Temp.: Aý °F Thermometer No.: Re-Cal Date: (8.4) Anchorhead I.D. " Anchorhead Verification: [] Match Ei No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Bultonheads -Complete j Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete { Partial Uncoated %Bearing Plate -q Complete 7 Partial Uncoated %-Limited within the inside diameter of the grease cap.6) Unusual Conditions: (8.7) Grease Color Match: El Yes [] No Grease Color: , Comments: I _ _ _ _ _ _ _ ___ _ _(8.8) Quantity of Samples 0z Quart Samples identified per Step 8.8.1? [ Yes Li No Location of El A.H. 0 BP. 0 Shims Cap Duct Removal EA.. LB. LiSisCa Dc (8.9) Qty. of Grease lost during removal of cap: o gal.(8.9.1) Grease from cap to be reused? Li Yes [ No Qty. of Grease removed from cap: _ gal.(976)~~~QtV~~~fG~~ea~ .e~~fo .nc.. ......................-. (9.7) Damage during cap removal or anchorage cleaning? EL Yes [J No Describe: ____,,_____-__ (10.3) Method of Tendon Protection: _ _,__ __,_,-__,_,,-"__ _,_-_(10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (belowl: (8.8) _A.. + (8.9) a + (8.9.1) -+ (9.6) 1A. + (10.4) 0 7 TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. FxJ Yes Li No Reviewed: Level: Date: 15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 1 UNIT 1 (7.2) Tendon No.: ,. Tendon End: ,tqr.,*5 [-]Shop E4 Field Grease Cap Removal (7.5)Date Removal Started: ..z , ,. Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage [] Yes Dd No ---------------- (7.7) Temp; of Concrete: O 0 F Thermometer No.: SrZ Re-Cal Date: 7-27 -tI Ambient Temp.: 41J OF Thermometer No.: 2 Re-Cal Date: 2: (8.4) Anchorhead I.D.: Verification: N] Match 17 No-Match (8.5) Grease Coating /Grease Cap -Complete Partial :Uncoated% 8uttonheads-Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete V Partial Uncoated %B earing Plate -(1) Con'plete V_-' Partial Uncoated %-Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: El Yes jI No Grease Color: _', Comments: A, , wAwe"A (8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? IKYes El No Location of 12 A.H. El B.P. E] Shims xCap F1 Duct E z :o Removal £ .(.'(8.9) Qty. of Grease lost during removal of cap;

• gal.(8.9.1) Grease from cap to be reused? E2 Yes I] No Qty. of Grease removed from cap: 7.. gal.(9.6) Qty. of Grease removed from anchorage:'

0 6 gal.(9.7) Damage during cap removal or anchorage cleaning? 12 Yes [ No Describe: Alkve- t)-(10.3) Method of Tendon Protection: (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8) .._ +(8.9)_L_+(8.9.1) _X +(9.6) .+ (10.4) V -TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. K.Yes 12 No &,, ,_,,6 F Reviewed: Level: Date: i i i~__ __15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 1 UNIT 1 (7.2) Tendon No.: j -Tendon End: " ,-. (, Shop El Field Grease Cap Removal (7.5)Date Removal Started: -tQ. -&1 Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage ED Yes D No (7.7) Temp. of Concrete: 41t 0 F Thermometer No.: ST-. SZ Re-Cal Date: Ambient Temp.: .OF Thermometer No.: Po.-ioi Re-Cal Date: .27-tb (84) Anchorhead I.D.: 9;4t Anchorhead Verification: , Match [I No-Match ' -, (8.5) Grease Coating ..Grease Cap -Compiete Partial Uncoated %Buttonheads -Complete I Partial Uncoated %O/Anchorhead -Complete Partial Uncoated %_ _Shims -Complete Partial Uncoated %__,, Bearing Plate -(I) Complete Partial Uncoated %____-Limited within the inside diameter of the grease cap. -.6) Unusual Conditions: Ame, (8.7) Grease Color Match:

• Yes El No Grease Color: ,t, L.L'. .Comments: z (8.8) Quantity of Samples .Quart Samples identified per Step 8.8.1? K Yes E] No Location of [I A.H. El B.P. El Shims 1 cap 17 Duct Removal , A.B.SmCED (8.9) Qty. of Grease lost during removal of cap: / gal.(8.9.1) Grease from cap to be reused? El Yes J4No Qty. of Grease removed from cap:: ' gal.(9,6) Qty. of Grease removed from anchorage:

gal. , (9.7) Damage during cap removal or anchorage cleaning? C1 Yes § No Describe: ode.-(10.3) Method of Tendon Protection: ,- '.#4A {11o,[ 114 -1 VIJ A 5.dC 4AJ M /4 A Ate WSq c k"Ale (10.4) Amount of Grease Loss from Tendon duct: C) gal.(10.5) Total quantity of lost grease (below): .(8.8) 5 + (8.9) __L_. + (8.9.1) 2. + (9.6) + ÷(10.4) .= TOTAL , Z)t1 (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. ' Yes El No 9 Reviewed: -ZIA Level: Date: 15 SQ 6.0TM.09 ISI.doc Project: TMI1 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 (7.2) Tendon No.: j41y ,2- Tendon End: .[] Shop 10 Field Grease Cap Removal (.7:5)Date Removal Started: I Q.C. Sigoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage EU Yes 0 No (7.7) Temp., of Concrete: 9 7 OF Thermometer No.; Re-Cal Date: ý7. i Ambient Temp.: .OP Thermometer No.: p 10 2- Re-Cal Date: 27. .Pee Yr-z'v (8.4)Anchorhead I.D.: 57( Anchdrhead Verification: Match -17! No-Match (8.5) Grease Coating Grease Cap -Complete " Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead. Complete I Partial Uncoated %Shims- Complete / Partial Uncoated %S BearIng Plate -) Complete _ ___ Partial Uncoated %__._____-) Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match:ý tEYes [I No Grease Color: Comments: Al 1) N-9-(8.8) Quantity of Samples 2.. Quart Samples identified per Step 8.8.1? KYes U7 No Location of U A.H. U B.P. U Shims Cap U Duct Removal (8.9) Qty. of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? U Yes R No Qty. of Grease removed from cap: 4- gal.(9.6) Qty. of Grease removed from anchorage: a 5 gal. , (9.7) Damage during cap removal oranchorage cleaning? EU Yes IR No Describe: ,oAl, --Ko1-------------------------------------------------------------------------------------------------------- I--------(10.3) Method of Tendon Protection: ,N".A-AL-A 4i g., Ask-, 4W4 1',?94 (10.4) Amount of Grease Loss from Tendon duct: 5 gal.(10.5) Total quantity of lost grease (below): (8.8). 41 + (8.9) ,__. + (8.9.1) + L (9.6) , +'(10.4) _.__ = 5,15 TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. EYes n No, -J Reviewed: Level: Date:_ ... ....15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE OTUNIT 1 (7,2) Tendon No.: Tendon End: K It, 'I-Shop Li Field Grease Cap Removal (7.5)Date Removal Started: .' -)} -( Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage 17 Yes iNo , (7.7) Temp. of Concrete: O °F Thermometer No.: ,5Tr F3 Re-Cal Date: 3 -,16-),v Ambient Temp.: OLF ThermometerNo.: Re-Cal Date: Io't)'e (8.4) Anchorhead I.D.: , 3 Anchorhead Verification: [I No-Match (8.5) Grease Coating Grease Cap -Complete U/, Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %_ _Shims -Complete Partial Uncoated %_ _Bearing Plate -(I) Complete _ -- Partial Uncoated %__,______ -Limited within the inside diameter of the grease cap..6) Unusual Conditions: A_/,..(8.7) Grease Color Match: El Yes 'FrNo Grease Color: Vj,.- It-6 ro Comments:

1. oda ý e, -0 (8.8) Quantity of Samples ; Quart Samples identified per Step 8.8.1? F Yes El No Location of -A.H. Li B.P. "Shims Removal sSp L ut, (8.9), Qty. of Grease lost during removal of cap: 0 gal. ., " (8.9.1) Grease from cap to be reused? I- Yes ;No Qty. of Grease removed from cap: J gal. --.(9.6) Qty. of Grease removed from anchorage:

$ gal. 'e-1 YoY.(9.7) Damage during cap removal or anchorage cleaning? Li Yes EnTo Describe:------------------------------ ~ y-------- Yo -------------------- .....(10.3) Method of Tendon Protection: iS40 AL.'/ Q0.. C.t, , .(10.4) Amount of Grease Loss from Tendon duct: gal. I , (10.5) Total quantity of lost grease (below): (8.8) (8.9) b + (8.9.1) .+ (9.6) ,__ + (10.4) .= TOTAL -(11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. &-Yes El No 9'1 -1 Reviewed: Level: Date: 15 SQ 6.0 TM.09ISI.doc TM-N 1043: APPENDIX A Project:, TMI 3 5 TH YEAR TENDON SURVEILLANCE J UNIT 1 (72) Tendon No.: V- Tendon End: E4 4 k/., E Shop Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7,6) Dry Ice Used on Grease Cap and/or Anchorage 17 No (7.7) Temp. of Concrete: OJ 0 F Thermometer No.: Re-Cal Date: 7" 2-, Ambient Temp.: O 0 F Thermometer No.: _ Re-Cal Date: -1.2-r-10 (8.4) Anchorhead ID,. Anchorhead Verification: %,Match [I No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated Anchorhead -Complete Partial ,Uncoated Shims -Complete Partial Uncoated %_ _Plate -Complete J7 Partial _____Uncoated _____ ,JJ~*Bearing Plate- Complete Partial Uncoated % __l__g. 13&) Limited within the inside diameter of the grease cap..6) Unusual Conditions: Av At (8.7) Grease Color Match: 1- Yes ,'No Grease Color: Comments: (8.8) Quantity of Samples :2- Quart Samples identified per Step 8.8.1? JKYes [I No Location of Loatn of[ A.H. F1 B.P. El Shims [rcap [I Duct Removal (8.9) Qty. of Grease lost during removal of cap: 0 gal.(8.9.1) Grease from cap to be reused? [I Yes C No Qty. of Grease removed from cap: " gal.(9.6) Qty. of Grease removed from anchorage: 'I gal.(9.7) Damage during cap removal or anchorage cleaning? El Yes XNo Describe: A------------------------------------------

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A (10.3) Method of Tendon Protection: 4142l, e. jh. WALmew*teJ RA/ .+-1 (10.4) Amount of Grease Loss from Tendon duct: 5 gal.(10.6) Total quantity of lost grease (below): (8.8)_.5..+(8.9) Q +(8.9.1) 3_ +(9.6) L.L +(10.4) 7'3 =5! TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. {Yes El No , 13;Reviewed: Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE RUNIT 1 (7.2) Tendon No.: Tendon End: " NShop El Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes P'No (7.7) Temp. of Concrete: OF Thermometer No.: Re-Cal Date: 3-,6-) 6 Ambient Temp.: O °F ThermometerNo.: f.-oq Re-CalDate: (8.4) Anchorhead I.0. Z 7_)., Anchorhead Verification: IMatch El No-Match 0 (8.5) Grease Coating Grease Cap -Complete --Partial Uncoated uttonheads -Complete t/ Partial Uncoated %Anchonheads -_omleearia_ Ucote Anchothead -Complete Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -) Complete V_' Partial Uncoated %___"_, -/-o ( Limited within the inside diameter of the grease cap.6) Unusual Conditions: A/Ovl (8.7) Grease Color Match: 0:es n. No Grease Color: 446k,- .Comments: 40', e-(8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? ; I-] No Location of &-A.H. El B.P. Arhims ,54-Cap El Duct .-Removalf (8.9) Qty. of Grease lost during removal of cap: 0 gal. .j',Jfo (8.9.1) Grease from cap to be reused? El Yes "T!ýNo Qty. of Grease removed from cap: , gal. , (9.6) Qty. of Grease removed from anchorage: S .gal. f'ly ý-O (9.7) Damage during cap removal or anchorage cleaning? -1 Yes KNo Describe: , ,cJ"i"o'(10.3) M ethod of Tendon Protection: ., -'" (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): ,-- .(88) ++(8.9.1) +(9.6) +(10.4) T 7 f" OTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. .,. es El No Revie.ed: Level: -Date: 15 SQ 6.0 TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE g UNIT 1 (7.2) Tendon No.: " 2 Tendon End: .e,4or, El -Shop [] Field Grease Cap Removal (7.5)Date Removal Started: .. j3,' Q.C: Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage EL Yes 51 No (7.7) Temp. of Concrete:F Thermometer No.: S 22. Re-Cal Date: 7-o-7-It.Ambient Temp.: OF Thermometer No,: pKI IO2-, Re-Cal Date: .- 4 (8.4) Anchorhead I.D. : Anchorhead Verification: k _No-Match -I (8.5) Grease Coating Grease Cap- Complete V Partial Uncoated %Buttonheads Complete V, Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims- Complete Partial Uncoated %Bearing Plate -Complete Partial Uncoated %(I) -Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: W-Yes EL No Grease Color: A1,A4 ','okod Comments: ./V.,s (8.8) Quantity of Samples , Quart Samples identified per Step 8.8.1? KYes Li No Location of El A.H. EL B.P. EL Shims W'Cap 17 Duct Removal (8.9) Qty. of Grease lost during removal of cap: 2 gal. '6 (8.9.1) Grease from cap to be reused? L]Yes Z No Qty. of Grease removed from cap: 4- gal.(9.6) Qty. of Grease removed from anchorage: i5 gal. , (9.7) Damage during cap removal or anchorage cleaning? EL Yes § No Describe: ,IVw,(10.3) Method of Tendon Protection: , 'j. _ w/' /,e-w " (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below: (8.8)_,S + (8.9) + (8.9.1) _W4 + (9.6) + (10.4) I = ' TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. [ Yes EL No -/-Reviewed: Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 1 (7.2) Tendon No.: V- Ito Tendon End: Y '/-Shop F] Field Grease Cap. Removal, (7.5)Date Removal Started: g-/(f,. c9'y Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes Is-No -(7.7) Temp. of Concrete: -F Thermometer No.: _7 Re-Cal Date: 3-.26- O Ambient Temp.: OJ2F Thermometer No.: k.,/q Re-Cal Date: 1-17-1O _'-'1o__ _9 (8.4) An;horhead I.D.: ....i .Anchorhead Verification: F1 Match >No-Match I y (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial U ncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete L/ Partial Uncoated %Bearing Plate -(1) Complete Partial Uncoated %(1) Limited within the inside diameter of the grease cap..6) Unusual Conditions: A10 ,i (8.7) Grease Color Match: ErYes El No Grease Color:----------,----- Comments: No. Grease Color (8.8) Quantity of Samples 2 Quart Samples identified per Step 8.8.1? J'yes El No Location of &A.H. [I B.P. R'Shims &.Cap El Duct ,%-,Y'.Removal (8.9) Qty. of Grease lost during removal of cap: Q gal. f -0 (8.9.1) Grease from cap to be reused? Er]Yes ,No Qty. of Grease removed from cap: 3 gal. --0o (9.6) Oty. of Grease removed from anchorage: , .- gal.(9.7) Damage during cap removal or anchorage cleaning? El Yes F5-'No Describe: , , -,q--- ---------------------- --- ----- ----------------------------------------------------- (10.3) Method of Tendon Protection: )?3-cQ// ,.s e .,I~IY'of (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8)) -5 7+(8.9) 0 +(8.9.1) 3_ + (9.6) 1-S +(10.4) 0 = TOTAL ". .01 (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. 1'Yes El No _a_3 Reviewed: Level: 7-Date: 15 SQ 6.0 TM.09 ISI.doc I,' TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [ UNIT I (7.2) Tendon No.: -fO Tendon End: _____________ Shop Field Grease Cap Removal (7.5)Date Removal Started: 4" 3 "0 0 Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage F1 Yes I No (7.7) Temp. of Concrete: -F Thermometer No.: !ST -82 Re-Cal Date: 7. 2.7-10 Ambient Temp.: ) OF Thermometer No,: RPy, I6 Re-Cal Date: "7,2,L b-3.0 (8.4) Anchorhead I.D.: 7, Anchorhead Verification: Or Match 17 No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims - Partial Uncoated %Bearing Plate -) Complete Partial Uncoated %-Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: C3 Yes (9 No Grease Color: bAr t, Comments: AIgle 1-1 (8.8) Quantity of Samples 2.. Quart Samples identified per Step 8.8.1? Z Yes Li No Location of 1I A.H. [] B.P. [] Shims 5 Cap ni Duct -Removal i102.....(8.9) Qty. of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? L]Yes C No Qty. of Grease removed from cap: 4 gal. --o (9.6) Qty. of Grease removed from anchorage: l gal.(9.7) Damage during cap removal or anchorage cleaning? El Yes CK No Describe: , --"--- ------- --------------------- I --------(10.3) Method of Tendon Protection: At-I, -. .._ W/A dr-W 9A4,k.."=(10.4) Amount of Grease Loss from Tendon duct: (/.L gal.(10.5) Total quantity of lost grease (below): + (8.9) .+ (8.9.1) ..ID + (9.6) _ + (10.4) Ab = ... ..5. TOTAL .4#* -O (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. 4 Yes EL No Reviewed: 1C 4 Level: F- Date: 15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of I Revision 0 Project. TMI 3 5 T" YEAR TENDON SURVEILLANCE UNIT 1 (7.2) Tendon No.: -.'32, Tendon End: ,,i'_ ___ Shop F1 Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes [ENo (7.7) Temp. of Concrete: OF Thermometer No.: .Re-Cal Date: Ambient Temp.: -7( OF Thermometer No.: ?K10 Re-Cal Date: 7- Z7-/0 i/0 .3.01 (8.4) Anchorhead I.D.: (0 " Anchorhead Verification: KMatch LI No-Match , (8.5) Grease Coating /Grease Cap -Complete Partial Uncoated Buttonheads-Complete l Partial Uncoated ._ %Anchorhead -Complete V Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -(I) Complete Partial _ _ Uncoated %(I) Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: Yes r- No Grease Color: ,4OJ Comments: A.0,V6', (8.8) Quantity of Samples jj Quart Samples identified per Step 8.8.1? GYes LI No Removal of IA.H. EL B.P. LKShims nI Cap nI Duct (8.9) Qty. of Grease lost during removal of cap: Z. gal. .I3-" (8.9.1) Grease from cap to be reused? LI Yes 0 No Qty. of Grease removed from cap: , S gal.(9.6) Qty. of Grease removed from anchorage: gal.(9.7) Damage during cap removal or anchorage cleaning? LI Yes No Describe: la , e.----------------------------------------

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(10.3) Method of Tendon Protection: (10.4) Amount of Grease Loss from Tendon duct: o gal. " (10.5) Total quantity of lost grease (below): (88)_,8_ + ( ,91 + (0.6)1, + (10.4 TOTAL j/(11.112) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. j Yes LI No eS'* oJ I Reviewed: Leve[l: -Date: 15.. ...6..T..,,, 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 35 TH YEAR TENDON SURVEILLANCE R" UNIT 1 (7.2) Tendon No.: V- L32 Tendon End: n4_._1.40 wt_ _"-] Shop Field Grease Cap Removal (7.5)Date Removal Started: ' 3-03 Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage 0i Yes MNo (7.7) Temp. of Concrete: O3 °F Thermometer No.: S Re-Cal Date: "7..07, Ambient Temp.: 71 OF Thermometer No,: PK-f T7 Re-Cal Date: 7-2.7-10 _,______(8.4) Anchorhead]ID.

2'. Anchorhead Verification:

CK Match El No-Match-------- -------1-------------- I------ I---------------------------------

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....(8.5) Grease Coating 7 Grease Cap -Complete Partial Uncoated %Buttonheads

-Complete Partial Uncoated %_ 0 Anchorhead -Complete V Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -) Complete Partial Uncoated %(1) Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: F1 Yes 3 No Grease Color: Comments: AI*Aie.(8.8) Quantity of Samples 12 Quart Samples identified per Step 8.8.1? f-gYes El No Location of El A.H. 17 B.P. EL Shims cap 17 Duct, Removal (8.9) Qty. of Grease lost during removal of cap: gal. i101-1"e (8.9.1) Grease from cap to be reused? [] Yes CKNo Qty. of Grease removed from cap: 3 gal. 'Rk&3.0, (9.6) Qty. of Grease removed from anchorage: I gal.(9.7) Damage during cap removal or anchorage cleaning? Li Yes [6 No Describe: _____________________

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40 wx ,3............................... t 15 + -O4- -9 r&+V -" 1 , ifXý,- -o xR -- ---............ (10.3) Method of Tendon Protection: A .I le& +kc qrewiZ44 Pu/ Mew -(10.4) Amount of Grease Loss from Tendon duct: 5 gal.(10.5) Total quantity of lost grease (below): (8.8) + (8.9) 0 + (8.9.1) .3 + (9.6) + (10.4) 54 SA TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12,1, GREASE REPLACEMENT. 0 Yes Li No -" $j 3;Reviewed: Level: Date: (X~~~F- 3,V_ _15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data.heet 6.0 July31, 2009 Pagel of 1 Revision 0 Project: TMI.35T YEAR TENDON SURVEILLANCE ,UNIT 1 (7.2) Tendon No."- D Tendon End: s Shop El Field Grease Cap Removal (7.5)Date Removal Started: t-; 7- Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes ,1 No (7.7) Temp. of Concrete: 8 Z IF Thermometer No.: S q Re-Cal Date: -,2_., Ambient Temp.: J! OF Thermometer No,: PI.I- Re-Cal Date: -P 09 34T01 (8.4) Anchorhead I.D. " Anchorhead Verification: M Match El No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads-Complete Partial Uncoated %_ _Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -(1) Complete Partial Uncoated %-Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: El Yes No Grease Color: .4 ,rk Comments:- c e 7t4IV_ -A , 4- /,k'e Po;(8.8) Quantity of Samples 2.. Quart Samples identified per Step 8.8.1? OYes El No Location of El A. H. [ B.P. El Shims -Cap El Duct.Removal (8.9) Qty. of Grease lost during removal of cap: 3 gal. //,.a"o (8.9.,l) Grease from cap to be-reused? El Yes 'N No Qty. of Grease removed from cap: ?--gal. .-(9.6) Qty. of Grease removed from anchorage: gal.(9.7) Damage during cap removal or anchorage cleaning? Li Yes N No Describe:-----------------------------------------

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• ----.'-------------, .----------

(10.3) Method of Tendon Protection: I 1/A We 5 A5 (10.4) Amount of Grease Loss from Tendon duct: 2g gal. 1,-4 (10.5) Total quantity of lost grease (below): (8.8).j.+(8.9) .+(8:9.1) -+ (9.6) _L_.+ (10.4) 2- = .-ZJi2 TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. PYes E] No -/7:Reviewed: 0 ..Level: -Date: 4,V I, O.k 15 SQ 6.0 TM.09 ISl.doc 15 SQ 6.0 TMV.09 ISI~doc TM-N1043: APPENDIX A 11 PSO PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0)TH Project: TMI 35 YEAR TENDON SURVEILLANCE (7,2) Tendon No,: A" Tendon End: 4" LiUNIT 1 E3 Shop ,2 Field Grease Cap Removal (7.5)Date Removal Started:' Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage Di Yes gJ No (7.7) Temp. of Concrete: OF -Thermometer No.: ___, Re-Cal Date: Ambient Temp.: OF Thermometer No.: P/A/o V Re-Cal Date: -(8.4) Anchorhead I.D. : Anchorhead Verification: &] Match [] No-Match (8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete / Partial Uncoated %Anchorhead -Complete .Partial Uncoated %Shims -Complete , Partial Uncoated %Bearing Plate -Complete -Partial Uncoated % za /-Of-Limited within the inside diameter of the grease cap.6) Unusual Conditions: (8.7) Grease Color Match: El Yes jl No Grease Color: Comments: A4'"A.(8.8) Quantity of Samples 0 Quart Samples identified per Step 8.8.1? sYes No Location of l A.H. Li B.P. Li Shims El Cap E Du Removal R Cap (8.9) Oty. of Grease lost during removal of cap: gal.(8.9.1) Grease from cap to be reused? rI-Yes [jýNo ety. of Grease removed from cap: gal. ,_6)' F"eds-6' emoveid" -anchorage: ... .... -. -" (9.7) Damage during cap removal or anchorage cleaning? L Yes I No Describe: A.,MgAWA, .,......... ...... ............... .... .. ...... ......... .. ..... .. ... .............---. ------- ----------------------- ----------- --. ...(10.3) Method of Tendon Protection: __,,__,_,__-,,____ W A _.,,___,,____, (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8) 'A., + (8.9) 4 + (8.9.1) j + (9.6) L + (10.4) A = 2 TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. [Yes El No __/_,_Reviewed: 2 4z~~ ___Level: Date:_ýLf 0 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE MUNIT 1 (7.2) Tendon No.: .5 Tendon End: g'.4tf. El Field Grease Cap Removal (7.5)Date Removal Started: 9p-d/1- cc Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes %.No (7.7) Temp. of Concrete: RO -F Thermometer No.: SJ_-g3 Re-Cal Date: 0 Ambient Temp.: t 0 c 'F Thermometer No.: .P Re-CalDate: 7"?.')-/Q Amin Tep. &6 Re-Ca Date 7-01 (8.4) Anchorhead I.D.' //3 9 Anchorhead Verification: LI No-Match ' ( '(8.5) Grease Coating Grease Cap -Complete , Partial Uncoated %Buttonheads -Complete lc Partial Uncoated %Anchorhead -Complete 100 Partial Uncoated %Shims -Complete 100 Partial Uncoated %Bearing Plate -(I) Complete 0 Partial Uncoated %_ _ /(-) Limited within the inside diameter of the grease cap..6) Unusual Conditions: 4V_0 n (8.7) Grease Color Match: 2fYes EL No Grease'Color: A L.- &DU Comments: Jd e.., (8.8) Quantity of Samples ,Q Quart Samples identified per Step 8.8.1? El No Location of I&A.H. 0i B.P. El Shims Cap ._"luct Removal/(8.9) Qty. of Grease lost during removal of cap: , gal. 0 ' .(8.9.1) Grease from cap to be reused? Li Yes 9-No Qty. of Grease removed from cap: '- gal. i "Z (9.6) Qty. of Grease removed from anchorage: , ," gal. tA V (9.7) Damage during cap removal or anchorage cleaning? EL Yes NNo Describe: (10.3) Method of Tendon Protection: 6a. L,.Vhk r," "/ "'&S " .. .(10.4) Amount of Grease Loss from Tendon luct: ,.5 gal. 6 )(10.5) Total quantity of lostgrease (below): 1 jOq (8.8) ...+(8.9) _._+ (8.9.1) ._Q + (9.6) + (10.4) 5 : ? TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. KYes Li No 4 a Reviewed: Level. Date: 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 35TF YEAR TENDON SURVEILLANCE gUNIT I (7.2) Tendon No.: , Tendon End: 2- E] Shop ,'Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Ancholage LI Yes --No-............. (7.7) Temp. of Concrete: q1 -F Thermometer No.: Sr,3.3 Re-Cal Date: , /2 AmbientTemp.: 90 OF Thermometer No.: .P-0-y Re-Cal Date: _____ f-Jl (8.4) Anchorhead I.D.: 69 Anchorhead Verification: amatch E] No-Match 4, zt'(8.5) Grease Coating (Grease Cap -Complete __/ Partial iUncoated %Buttonheads -Complete v Partial Uncoated %Anchorhead -Complete / Partial Uncoated %Shims -Complete / Partial Uncoated %Bearing Plate -(I) Complete ,/ Partial Uncoated % _____ _0 (1) Limited within the inside diameter of the grease cap..6) Unusual Conditions: /) -(8.7) Grease Color Match: M es El No Grease Color: Comments: A.10 rIJ&.-(8.8) Quantity of Samples a Quart Samples identified per Step 8.8.1? ,{Yes El No Location of KA.H. [I B.P. 0l Shims ,KCap El Duct Removal (8.9) Oty. of Grease lost during removal of cap: gal.(8.9,1) Grease from cap to be reused? [] Yes 2No Qty. of Grease removed from cap: gal.(9.6) Qty. of Grease removed from anchorage: , o gal.(9.7) Damage during cap removal or anchorage cleaning? El Yes SNo Describe: _, (10.3) Method of Tendon Protection: &daZ op e- ,,0 (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total ,uantity of lost grease (below): (8.8) .+ (8.9) t +(8.9.1) +(9.6) .f-+(10.4) 9,= 9S'-- TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. N-Yes El No ,]Reviewed: Level: Date:/*1 I 15 SQ 6.0 TM.09 ISIdoc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 (TH Project: TMI 35TH YEAR TENDON SURVEILLANCE FKI UNIT 1 (7.2) Tendon No.: Q- Tendon End: __,____v_,_,,, _ __. W Shop El Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes ER No (7.7) Temp. of Concrete: y" 0 F Thermometer No.: .Re-Cal Date: Ambient Temp.: Y, OF Thermometer No.: ,. e Re-Cal Date: (8.4) Anchorhead I.D. Anchorhead Verification: R Match El No-Match (8.5) Grease Coating Grease Cap -Complete .Partial Uncoated %Buttonheads -Complete 7 Partial Uncoated %Anchorhead -Complete __,,. Partial Uncoated %Shims -Complete ,, Partial Uncoated %Bearing Plate -(1) Complete j Partial Uncoated %-Limited within the inside diameter of the grease cap.6) Unusual Conditions: (8.7) Grease Color Match: E1 Yes [] No Grease Color: Comments:.......... ........ .. .. .. .... ... ..-- -_ _. .......... .......... ._ _ .. ............ ......... ..... ...................... ...- -... ........(8.8) Quantity of Samples j Quart Samples identified per Step 8.8.1? [J Yes El No Location of [I A.H. El B.P. El Shims RI Cap El Duct Rem oval ---,-.-- -.- --(8.9) Qty. of Grease lost during removal of cap: 9 gal.(8.9.1) Grease from cap to be reused? El Yes [] No Qty. of Grease removed from cap: a. , (9_-6) Q~i7fGI e mos- Sved ft-oa-nhorage .......... gal:................... ....(9.7) Damage during cap removal or anchorage cleaning? n Yes [ No Describe: (10.3) Method of Tendon Protection: __,__-_.__",,,___,_,_ ___-_/_____ (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8)__A+(8.9).&.+(8.9.1).___+(9.6)_L +(10.4) .- = TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. ' Yes El No Reviewed: Level: Date: .2-// o 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A ,,.:,,4MRI U, I350 PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 T -July 31, 2009 Pagel of 1 Revision .0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE I] UNIT 1 (7.2) Tendon No.: .Tendon End: 15ez,.6 El Shop E Field Grease Cap Removal (7.5)Date Removal Started: o , Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes [] No (7.7) Temp. of Concrete: O. F Thermometer No.: Re-Cal Date: Ambient Temp.: O. F Thermometer No.: PA,( Re-Cal Date: -.-(8.4) Anchorhead I.D.: Anchorhead Verification: [2 Match El No-Match (8,5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate-(1) Complete ,- Partial Uncoated %* Limited within the inside diameter of the grease cap.6) Unusual Conditions: , (8.7) Grease Color Match: nl Yes Z] No Grease Color: Comments: , L-(8.8) Quantity of Samples A Quart Samples identified per Step 8.8.1? [9 Yes El No Location of ElAH ElBP El Shims (]Cap El Duct Removal 0 -',S.n..o ; ........ ............ ...... .. ... .. .... .... .--.. ....... .. .......... ......... ... .... ... ..... ............. ..... .---- -- ----- ---..(8.9) Qty. of Grease lost during removal of cap: p gal.(8.9.1) Grease from cap to be reused? El Yes [ No Oty. of Grease removed from cap: X- gal.-(^ýQy-fGese6mo-df6rom arhorag- .y-,- -~gal-.-~---------- --.(9.7) Damage during cap removal or anchorage cleaning? El Yes El No Describe: (10.3) Method of Tendon Protection: __,____-__________._________ (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8) __a +(8.9) __o_ +(8.9.1) r +(9.6) + (10.4) 4 = , TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. f; Yes ElNo ___Reviewed: Level: Date: Ql~15 SO 6.0 TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 0 UNIT I (7.2) Tendon No.: v3 2- Tendon End: W"]{ .,} hop El Field Grease Cap Removal (7.5)Date Removal Started: 0Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes 15No -(7.7) Temp. of Concrete: 8.1 OF Thermometer No.:. Re-Cal Date: & / 0 Ambient Temp.: 71 OF Thermometer No.: Re-Cal Dale: ,, (8.4) Anchorhead I.D.: /193 Anchorhead Verification: [I No-Match ' ( (8.5) Grease Coating /Grease Cap -Complete VI Partial Uncoated %Buttonheads -Complete Partial Uncoated %_ _" Anchorhead -Complete Partial Uncoated %_ _Shims -Complete Partial Uncoated %_,,,, Bearing Plate -(I) Complete V Partial Uncoated % ,T26,,J 7 (I) Limited within the inside diameter of the grease cap..6) Unusual Conditions: 0 t 7, i (8.7) Grease Color Match: El Yes iNo Grease Color: X \.- '" ..Comments: J 4) e.(8.8) Quantity of Samples , Quart Samples i~Ientified per Step 8.8,1? N'Yes El No Location of I] A.H. [] B.P. {ap (Duct , 01 Removal (8,9) Oty. of Grease lost during removal of cap: i lA (8,9.1) Grease from cap to be reused? F1 Yes ,,No Qty. of Grease removed from cap: 6 gal. 7 , (9,6) Qty. of Grease removed from anchorage: , 5 gal. e1/A .1--oi (9.7) Damage during cap removal or anchorage cleaning? 17 Yes t9'No Describe: ( (,,"6','(10.3) Method of Tendon Protection: <-' A/,1] _ _ ,-k riV&A !q- ;(10.4) Amount of Grease Loss from Tendon duct: ' gal. .(10.5) Total uantity of lost grease (below): (8.8) 7 +-(8.9) -Z-+ (8-9,1) _4 ( + (9.6) 1 S+ (10.4) _,3 4/47 TOTAL W (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. WVes El No (i ( t'j 3Reviewed: Level: Date: 15 SQ 6.0 TM.09 IS.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE UNIT 1:.)Tendon ... .._. UNT (7,2) Tendon No.: Tendon End: 4' El Shop Field Grease Cap Removal (7.5)Date Removal Started: -Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage 0l Yes 'ý-No (7.7) Temp. of Concrete: /10 OF Thermometer No.: 5 Re-Cal Date: 7.27"10 Ambient Temp.: 92.-- F Thermometer No.: _ ,___ Re-Cal Date: 7_ 71 L, (8.4) Anchorhead I.D., Anchorhead Verification:. Match LI No-Match -ap1 (8.5) Grease Coating /Grease Cap -Complete V/ Partial ___ Uncoated %___Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Z" Partial Uncoated %_', Shims -Complete Partial Uncoated %_ _Bearing Plate -(I) Complete Partial Uncoated %________"-0 (I) Limited within the inside diameter-of the grease cap.:6) Unusual Conditions: (8.7) Grease Color Match: El Yes " No Grease Color: Comments: -"" (8.8) Quantity of Samples -Quart Samples identified per-Step 8.8.1? 2sYes [I No Location of ,A.H. n &P. E- Shims Cap Duct Removal LS .(8.9) Qty. of Grease lost during rem.qval of cap: 5 gal. -(8.9.1) Grease from cap to be reused?. 17 Yes Z No Qty. of Grease removed from cap: 5 gal.(9.6) Qty. of Grease removed from anchorage: gal. /V-(9.7) Damage during cap removal or anchorage cleaning? El Yes No Describe: A/eovL--------------------------------------------

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3. ..(10.3) Method of Tendon Protection:

40i -ib 5 (ALUCJJ A !(10.4) Amount of Grease Loss from Tendon duct: ,. gal.(10.5) Total quantity of lost grease (below): (8.8) ._9 5 + (8.9) .+.5__ + (8.9.1) 5+ (9.6) 1 J...+ (10.4) '3 = / .TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. El No Reviewed: A Level://'" -"'.......... Date: 1S 0T.ISd 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A/ \,Revision 0, Page 27 of1350 PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 o_ July 31, 2009'Ak -v iPagel of 1* .. -.......... Revision: 0 Project: TMI 3 5 TM YEAR TENDON SURVEILLANCE UNIT I (7.2) Tendon No.: V- I Tendon End: aA E- Shop [] Field Grease Cap Removal __._: (7.5)Date Removal Started: -2) -, Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage EL Yes NI No to "-(7.7) Temp. of Concrete: 0 -F Thermometer No.: ST-- _ Re-Cal Date: 3-z,;2k9 " Ambient Temp.: 52-. -F Thermometer No.: 2001f. Re-Cal Date: 7ý4~(0 (ý \(8.4) Anchorhead I.D.: 14 A Anchorhead Verification: LI Match /. 0I No-Match kl" 0 (8.5) Grease Coating /Grease Cap -Complete Partial Uncoated %Buttonheads -Complete _7" Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated %Bearing Plate -() Complete § Partial Uncoated %_,__,,__":,/'tJ .Limited within the inside diameter of the grease cap. ".6) Unusual Conditions: (8.7) Grease Color Match: EL Yes DRNo Grease Color: () 'k i Comments: Z n 'Pvk" (8.8) Quantity of Samples pJ Quart Samples identified per Step 8.8.1? Li Yes [I No Loal Li El A.H. Li B.P. Li Shims EL Cap El Duct (8.9) Qty. of Grease lost during removal of cap: (f) gal. (8.9.1) Grease from cap to be reused? [] Yes [] No Qty. of Grease removed from cap: gal. Y'-6/(9.6) Qty. of Grease removed from anchorage: , gal. It (9.7) Damage during cap removal or anchorage cleaning? Li Yes )"1No Describe: ,/". ',,-0 :-------------------------------------------------------------------- t-----------------------

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(10.3) Method of Tendon Protection: a lAt ld g re6se-' WI A t4eWAJAske"+ (10.4) Amount of Grease Loss from Tendon duct: / ? gal.(10.5) Tolat quantity of lost grease (below): (8.8) + (8.9) ..) +(8.9.)) +(9,6) TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT, t<Yes Li No SReviewed: -2Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 6£Aý;4rA 1Lh1A~r PIC)baA Project: TMI 35r YEAR TENDON SURVEILLANCE 21 UNIT 1 (7.2) Tendon No.Tendon End:-I Shop R] Field Grease Cap Removal C C Signoff (7 5)Date Removal Started: _.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes [g No (7.7) Temp. of Concrete: Thermometer No.: Re-Cal Date: Ambient Temp.: CZ§F Thermometer No.:, Re-Cal Date: -_P.(8.4) Anchorhead ID" Anchorhead Verificationrw/,,j] Match E] No-Match (8.5) Grease Coating Grease Cap -Complete K Partial Uncoated %Bultonheads -Complete / Partial Uncoated %Anchorhead -Complete _ Partial Uncoated , ,%£himn -(ThmneteI. z Partial Bearing Plate -i Complete Partial Uncoated %-Limited within the inside diameter of the grease cap.----------------------- I -----------... ...................--.. ........... ............................... ..........................6) Unusual Conditions: c__e eASxff'-.(8.7) Grease Color Match: El Yes [] No Grease Color: Comments: (8.8) Quantity of Samples ,*, Quart Samples identified per Step Yes e No Location.of Removal E14 E] A.H. El B.P. El Shims El Cap C3 Duct (8.9) Oty. of Grease lost during removal of cap: .gal.(8.9.1) Grease from cap to be reused? IOYes ElNo Oty. of Grease removed from cap: _jt, gal. ".-_9 (9.6) Qty. of Grease rerfibVed fromn anchorage: _ galm , _/ __(9.7) Damage during cap removal or anchorage cleaning? El Yes [] No Describe: (10.3) Method of Tendon Protection: ,__.. _," (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8) .+ (89) o + (8.9.1) Ov (9.6) y + (10.4) ._. = ..4' TOTAL (11.1 2) Document TOTAL grease lost on Data Sheet 12 1. GREASE REPLACEMENT. [J Yes El No Reviewed: Level: Date:_ 72r (15 SQ 6 0 TM.09 ISI doc Project: TMI.35TH YEAR TENDON SURVEILLANCE% UNIT I (7.2) Tendon No.: Tendon End: OA I eLy El Shop [] Field Grease Cap Removal (7.5)Date Removal Started: 6-01k Q.C. Signoff (7.6) Dry Ice Used on Grease Ca? and/or Anchorage El Yes NI No '.(7.7) Temp. of Concrete °F Thermometer No.: ST, Y Re-Cal ate: 3-.?: P.' 'Ambient Temp.:2._ 0 F Thermometer No.: P Y Re-Cal Date: ,7,,+/-.:1 a (8.4) Anchorhead I.D. 01A Anchorhead Verification: [E Match N1 n No-Match (8.5) Grease Coating Grease Cap -Complete V Partial Uncoated %Buttonheads -Complete V Partial Uncoated %Anchorhead -Complete v_ Partial Uncoated %Shims -Complete V/, Partial Uncoated %Bearing. Plate -Complete Partial Uncoated %_____ JZO0-Limited within the inside diameter of the grease cap..6) Unusual Conditions: Al. A 5-i (87 raeColor Match: _1 NYres Wýo Grease Color:0 i. ?.4 Comments: Y2 1 4 .'(8.8) Quantity of Samples N A- Quart Samples identified per Step 8.8.1? El Yes J No Location of NIA A.H. L B.P. EL Shims El] Cap El Duct 'V, 9-2)Ol (8.9) Qty. of Grease lost during removal of cap: (5 gal.(8.9.1) Grease from cap to be reused? I] Yes X1 No Qty. of Grease removed from cap: gal , (9.6) Qty. of Grease removed from anchorage: lk 25 ' gal. " (9.7) Damage during cap removal or anchorage cleaning? EL Yes 1riNo Describe: ,1i14-- 10,0P 0 (10.3) Method of Tendon Protection: ,i;,Ail-Ile 4Ake- gre,4LiA) s; WA k .+ a osk-'(10.4) Amount of Grease Loss from Tendon duct:, 3)(00 gaL (10.5) Totauantity of lotgrease (below) -+B8 (8+(.9) V5+ (8.9. 1) II.+ (9.6) ...IS-.+ (10.4) 3o,60 3 9, Z5Y TOTAL (11.1.2) Document*TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. W Se-s ET No ,, w R eviewed: Level: Date:1 -Z1_6 7 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A Revision 0, Page 30 of 350 PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 641skc+ -Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE UNIT 1 (7.2) Tendon No.. V- j ,;. Tendon End: ,A I tC-'y, E Shop Kl Field Grease Cap Removal (7.5)Date Removal Started: ---, 7¶ 1 Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes N] No (7.7) Temp. of Concrete: -F Thermometer No.: ST_- V Re-Cal Date: 7(O- 1 l{Ambient Temp.: .F Thermometer No.: ioLq Re-Cal Date: .pv ID (Plo 10. ".I D (8.4) Anchorhead I.D.: A Anchorhead Verification: E3 MatchN/W El No-Match ________(8.5) Grease Coating Grease Cap -Complete Partial Uncoated %Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated Shims -Complete Partial Uncoated %__, Bearing Plate -(I) Complete _ _ Partial Uncoated % ____,__,____( Limited within the inside diameter of the grease cap..6) Unusual Conditions: ..../ iA, (8.7) Grease Color Match: C1 Yes &No Grease Color: Comments: /1 4 AJ.... S./ Z I'D0 (8.8) Quantity of Samples N Quart, Samples identified per Step 8.8.1? [] Yes N/A n No Location of,, Removal E- A.H. E] B,P. El Shims El Cap C- Duct (8.9) Qty. of Grease lost during removal of cap: (9 gal. 2,., 'Z,.*(8.9.1) Grease from cap to be reused? E]Yes NNo Qty; of Grease removed from cap' gal. 0, f. , (9.6) Qty. of Grease removed from anchorage: , gal. _, -&/,', (9.7) Damnage during cap removal or anchorage cleaning? El Yes :1'rJo Describe: ~~~(10.3) Method of Tendon Protection: ,L4sA ll -,vA,,_AJ qM/4 NLJ N-W (10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below) ,,..i (8-8)O-+(8-9) 0 + (8.9.1)T ky4o+96) +(04 4~) /,L TOTAL ~z4yI'(11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. E'res El No-. ,;Reviewed: Level: Date: .z -J 15 SQ 6.0 TM,09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE UNIT 1 (7.2) Tendon No.: V- 7 Tendon End: , A eLiy U Shop [] Field Grease Cap Removal (7.5)Date Removal Started: S-2 , Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage U- Yes ] No l\ ........... (7.7) Temp. of Concrete: -°F Thermometer No.: Re-Cal Date: 3 .Ambient Temp.: O ..-F Thermometer No.: Re-Cal Date: 10.?-c.1 d , .o (8.4) Anchorhead I.D.: j4/A Anchorhead Verification: U Match N/ U No-Match (8.5) Grease Coating Grease Cap -Complete / Partial Uncoated %Buttonheads -Complete 17 Partial Uncoated %Anchorhead -Complete " Partial Uncoated %Shims -Complete I/ Partial Uncoated %Bearing Plate -(1) Complete _ _ Partial Uncoated % e t, (1) .Limited within the inside diameter of the grease cap..6) Unusual Conditions: ...(8.7) Grease Color Match: Ul Yes !OT GreaseColor: '!Ak .O, Comments: Nlo ýA. 1aLI (8.8) Quantity of Samples N4.A Quart Samples identified per Step 8.8.1? EU Yes P/A EU No Removaltnof Y E A.H. U B.P. [U Shims 17 Cap EU Duct , (8.9) Qty. of Grease lost during removal of cap: C gal. ' -/- o (8.9.1) Grease from cap to be reused? Ul Yes j No Qty. of Grease removed from cap: gal (,Jt2I"O'

(9.6) Qty. of Grease removed from anchorage

,* gal. 1,44 42/-" (9.7) Damage during cap removal or anchorage cleaning? U] Yes KNo Describe: '-(10.3) Method of Tendon Protection: kz/AftAIleA 4 ., eAu IA P4e APJ (10.4) Amount of Grease Lossfrom Tendon duct: I/ gaL.(10:5) Total quantity of lost grease (below) ,.0. -(8.8) _i2_ + (8.9) _ + (8.9.1)_1_.+(9.6) c,_._.+(104) L/,4_ ...4L.p TOTAL ,f o¢Z/)y (1.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. S U' No /Reviewed: Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 Revision 0 cqeA.qrj .L. &O R 4,p Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 (7.2) Tendon No.:. V,_ _ Tendon End: AElz._& M-; E] Shop 0 Field Grease Cap Removal I (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage ni Yes (9 No (7.7) Temp. of Concrete: cF Thermometer No.: .Re-Cal Date: Ambient Temp.: OF Thermometer No.: Re-Cal Date: ./ .-93-(8.4) Anchorhead I.D. *: I. Anchorhead VerificationAfE41 Match El No-Match (85) Grease Coating Grease Cap -Complete _< Partial Uncoated %Buttonheads -Complete Partial Uncoated 0%0 Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated Bearing Plate -0) Complete Partial Uncoated 0/0 ii) I within nf Arne .---.-- ..n..- ',----6) Unusual Conditions: 61d', ,,Gv -P RJAsB ,,4," (8.7) Grease Color Match: Ml Yes [] No Grease Color: ,ARK , .Comments: M,-;e--(8.8) Quantity of Samples A.A Quart Samples identified per Step 8.8.1?^ADJ Yes El No Location of Roal. 4l A.H. E B.P. El Shims E3 Cap El Duct (8.9) Qty. of Grease lost during removal of cap: 0 gal.(8.9.1) Grease from cap to be reused? [j Yes El No Qty. of Grease removed from cap: P4/ gal .(9?)~Oi~~i~seremoved-f-rrnachnge:- 0 a----------------- ---. .(9.7) Damage during cap removal or anchorage cleaning? 0 Yes [] No Describe: (10.3) Method of Tendon Protection: &, ,, .,,-, ,,, t A'I-/'(10.4) Amount of Grease Loss from Tendon duct: gal.(10.5) Total quantity of lost grease (below): (8.8) + (8.9) .-.42.- + (8.9.1) k. + (9.6) j2 +(10.4) p = / TOTAL (11. 1.2) Document TOTAL grease lost on Data Sheet, 12.1, GREASE REPLACEMENT. Z Yes El No Reviewed: Level: Date: (0 15 SQ 6.0 TM.09 ISI.doc I !IA..N11114I gI-'I-'I-NI JIX A Revision 0. Page 33 of 350 PSG PROCEDURE SQ 6.0 GREASE CAP REMOVAL Data Sheet 6.0 July 31, 2009 Pagel of 1 A iRevision 0 Project: TMI 3 5 TH YEAR TENDON. SURVEILLANCE " UNIT 1 (7.2) Tendon No.: V Tendon End: aA i EShop 9 Field Grease Cap Removal (7.5)Date Removal Started: f-p 0o 0 G Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/0r Anchorage Li Yes 0 No (7.7) Temp. of Concrete: -F ThermometerNo.: Re-Cal Date: I L, Ambient Temp.: g"L.OF ThermometerNo.: PX, Oq Re-Cal Date: 7-[p'):P.t ( o , 7 (8.4) Anchorhead I.D." /J A Anchorhead Verification: EL Match W l No-Match ,.(,. jZJO.7 (8.5) Grease Coating Grease Cap -Complete I/ Partial Uncoated %Buttonheads -Complete VA Partial Uncoated %_ _Anchorhead -Complete Partial Uncoated %Shims -Complete Partial Uncoated 0%Bearing Plate-(1) Complete _ Partial Uncoated %(I) -Limited within the inside diameter of the grease cap..6) Unusual Conditions: n }(8,7) Grease Color Match: El Yes T5-No Grease Color: Comments: ilv

1. 'r (8.8) Quantity of Samples NIA/4 Quart Samples identified per Step 8.8.1? i-]Yest/ Li No Location of] L A.H. Li B.P. El Shims EL Cap Li Duct (8.9) Qty. of Grease lost during removal of cap: Q0 gal. j0 (8.9.1) Grease from cap to be reused? L]Yes XNo Qty. of Grease removed from cap: kgal. , ,io-01 (9.6) Qty. of Grease removed from anchorage:

,- gal. U.). I-,-01 (9.7) Damage during cap removal or anchorage cleaning? EL Yes ,9 No Describe: /Ai,5 1Zcof---------------------------------------------------------------- I-----------------------------

---

.

(10.3) Method of Tendon Protection: , ,4 4 w! Ne.) g,4sk-e+(10.4) Amount of Grease Loss from Tendon duct: q'j. gal.(10.5) Total quantity of lost grease (below): (8.8) ._. + (8.9) L + (8.9.1) _j + (9.6) + (10.4) ,.q = u, _,,__ TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. 1ýYes Li No ,0). 1-Reviewed: Level: Date: 15 SQ 6.0 TM.09 IS.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE UNIT 1 (7.2) Tendon No.: I-. Tendon End: aA ti-y E] Shop [ Field Grease Gap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage fl Yes- N No 6kw (7.7) Temp. of Concrete: S OI 0 F Thermometer No.: Re-Cal Date; lo Ambient Temp.: Y2O Thermometer No.: Re-Cal Date: 0 4_j (8.4) Anchorhead ID.: a Anchorhead Verification:. [ Match N/. L] No-Match (8.5) Grease Coating Grease Cap- Complete V Partial Uncoated 0 Buttonheads -Complete Partial Uncoated %Anchorhead -Complete Partial Uncoated %Shims -Complete __ _ Partial Uncoated %Bearing Plate- (1) Complete V Partial Uncoated %_ via A,.c*-c ( Limited within the inside diameter of the grease cap..6) Unusual Conditions: (8.7) Grease Color Match: U Yes -ýNo Grease Color: Comments: /o .ac', (8.8) Quantity of Samples NI/A- Quart Samples identified per Step 8.8.1? -]YestU/A INo Location of , (7 A.H. 17 B.P. U1 Shims El Cap L] Duct (8.9) Qty. of Grease lost during removal of cap: .Q) gal. I d'etcd (8.9A1) Grease from cap to be reused? L Yes IM No Qty. of Grease removed from cap: gal. I t.0, 4 It (9.6) Qty. of Grease removed from anchorage: , gal. -w0 (9.7) Damage during cap removal or anchorage cleaning? 71 Yes PKNo Describe: a/ --------------------------------------------------------------------

---

t (10.3) Method of Tendon Protection: 1 .Ahe "- tey--C" 4 /A/, ., -,o (10.4) Amount of Grease Loss from Tendon duct: 3 03 gal.(10.5) Total quantity of lost grease (below)-, (8.8) 0 +(8.9) 0 + (8.9.1) i +(9.6) ,4,+ (10.4)3'643= VQO R TOTAL (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. 'Yes U No

Reviewed

Level: Date:.. , ,, ,- -.Z....____ _ _15 SQ .6.0 TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE "UNIT 1 (7.2) Tendon No.: Tendon End: (,A 1 r- E] Shop [] Field Grease Cap Removal (7.5)Date Removal Started: Q.C. Signoff (7.6) Dry Ice Used on Grease Cap and/or Anchorage El Yes &K No, (7.7) Temp. of Concrete: 8g °F Thermometer No.: ST'J3 Re-Cal Date: -, Ambient Temp.: -( 0 F Thermometer No.: _pK,L Re-Cal Date: -, 740i W (8.4) Anchorhead I.D,: ,4 A Anchorhead Verification: -] Match tN4l I-No-Match $'J (8.5) Grease Coating /Grease Cap -Complete Partial Uncoated %Buttonheads -Complete v Partial Uncoated %Anchorhead -Complete It. Partial Uncoated %Shims -Complete V, Partial Uncoated %_'Bearing Plate -( Complete Partial Uncoated c %(1) Limited within the inside diameter of the grease cap..6) Unusual Conditions: C, a..(8.7) Grease Color Match: El Yes Ko Grease Color: Comments: (8.8) Quantity of Samples Quart Samples identified per Step 8.8.1? El YesN/A El No Location of , Removat El A.H. C3 B.P. El Shims El Cap El Duct (8.9) Qty. of Grease lost during removal of cap: C) gal.(8.9.1) Grease from cap to be reused? I- Yes J No Qty. of Grease removed from cap: gal. ( $~lOO, (9.6) Qty. of Grease removed from anchorage: _ _ gal. _ _ j__.(9.7) Damage during cap removal or anchorage cleaning? [I Yes ,1R1o Describe: A114 vas (10.3) Method of Tendon Protection: zA sIAlIJel 4 kýe g weA tj v/l-A N(vJ !Aq k_. ",l. O't (10.4) Amount of Grease Loss from Tendon duct: yQ gal.(10.5) Total quantity of Iosgrease (below)-(8.8) La + (8.9) 16 + (8.9.1) _..L + (9.6) , +__ 4(10.4) 1L/0 = 44 R-TOTAL r.. 0-61 (11.1.2) Document TOTAL grease lost on Data Sheet 12.1, GREASE REPLACEMENT. E] No 1 ¶3Reviewed: , .Level: Date: 15 SQ 6.0 TM.09 ISI.doc TM-N 1043: APPENDIX A r-~re~-3!5U -PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of i~Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE t] UNIT 1 (8.1) Tendon No., Tendon End: N Shop El Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: [] Yes Zj No Quantity: __/_4 Sample Taken: El Yes LI No f] N/A Moisture

Description:

F1 Observable Moisture ni Significant Moisture 23 Not Applicable Comments: I,,,t........... ..................................................................................................................................-(9.6. 1)INSIDE GREASE CAP Water Detected: [I Yes [] No Quantity: , Sample Taken: El Yes El No. (0 N/A Moisture

Description:

El Observable Moisture El Significant Moisture [] Not Applicable Comments: et (9.7.1)AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes I] No Quantity: , Sample Taken: El Yes El No 0 N/A Moisture

Description:

E] Observable Moisture El Significant.Moisture E] Not Applicable Comments: (9.9. 1) DURING DETENSIONINGA,,' Water Detected,&/,, Yes El No Quantity: ,1/1 Sample Taken: El Yes El No R] N/A Moisture

Description:

El Observable Moisture El Significant Moisture [J Not Applicable Comments:-- -NO TIFICATIO N- ............... ....-- ........................... .............. -.-- .- -----............. Exelon NotifiedV/Z Yes El No Individual Name:. Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified. 5Yes El No (12.3) Samples stored at: SQ Signoff: .47_ Date: _ y__QCReviewed: ....Level: __ Date: , !16 S06.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE (4 UNIT 1 (8. 1) Tendon No.: Jac ./-/I Tendon End: -- 3 Shop Ik Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes Z\No Quantity: D Sample Taken: El Yes E) No Tq N/A Moisture

Description:

nI Observable Moisture El Significant Moisture Not Applicable Comments: / '(9.6.1) INSIDE GREASE CAP Water Detected: E] Yes .No Quantity: , Sample Taken: El Yes El No ,K N/A Moisture

Description:

LI Observable Moisture El Significant Moisture KNot Applicable Comments: (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes XNo Quantity: v Sample Taken: E] Yes E] No ZN/A Moisture

Description:

f] Observable Moisture El Significant Moisture XNot Applicable Comments: I'O,.L-(9.9.1) DURING DETENSIONING M7/,A Water Detected: El Yes LI No Quantity: ._ Sample Taken: El Yes, El No [] N/A Moisture

Description:

[] Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION,'--t Exelon Notified: El Yes E] No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE //#/(12.2) Samples adequately identified: El Yes LI No (12.3) Samples stored at: QC Signoff: .Level: 4 _ Date: __________ QC Reviewed: .... 7 -Level: L Date: ",-O 16 SQ6.1.TM.09 ISIdoc TM-N 1043: APPENDIX A Project: TMI 35" YEAR TENDON SURVEILLANCE [KUNIT 1 (8.1) Tendon No.: f./'g Tendon End: , .Zt Shop E- Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: U Yes [No Quantity: o Sample Taken: U Yes U No N/A Moisture

Description:

El Observable Moisture U] Significant Moisture 04 Not Applicable (9.6.1) INSIDE GREASE CAP Water Detected: Ul Yes V No Quantity: O Sample Taken: El Yes n No [ N/A Moisture

Description:

E] Observable Moisture U] Significant Moisture KNot Applicable Comments: 1"16 N (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: U] Yes No Quantity: > Sample Taken: U] Yes U No R N/A Moisture

Description:

U] Observable Moisture Ul Significant Moisture KNot Applicable Comments: d&-o (9.9.1) DURING DETENSIONING Water Detected: U Yes o Quantity: Sample Taken: Ul Yes C] No [] N/A Moisture

Description:

U Observable Moisture U1 Significant Moisture U Not Applicable Comments: (11 .1) NOTIFI CATIO0N Exelon Notified: U Yes U] No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE il (12.2) Samples adequately identified: Ul Yes Uj No (12.3) Samples stored at: QC Signoff: -,Level: i- Date: _,__- _QC Reviewed: CLevel: Date: 16 SQ6.1.TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE IXuNIT i (8.1) Tendon No.: ,1 .7-33 Tendon End: L" Shop Iied (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes t'No Quantity: 0 Sample Taken: E] Yes L- No 8rN/A Moisture

Description:

LI Observable Moisture Li Significant Moisture C-Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: El Yes 2"No Quantity: _ ,_ Sample Taken: El Yes Ei No eT-N/A Moisture

Description:

Li Observable Moisture Li Significant Moisture "Wot Applicable Comments: NO AR (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: L] Yes [:1Io' Quantity: _ Sample Taken: EL Yes 'L No fN/A Moisture

Description:

EL Observable Moisture Li Significant Moisture [Not Applicable Comments: .. Al e (9.9.1) DURING DETENSIONING Water Detected: EL Yes INo Quantity: Sample Taken: Li]Yes Li No Li N/A Moisture

Description:

EL Observable Moisture Li Significant Moisture EL Not Applicable Comments: (11. 1) NOTIFICATION /V/h Exelon Notified: i- Yes Li No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE //'/(12.2) Samples adequately identified: Li Yes iN No (12.3) Samples stored at: QC Signoff: Level: Date: QC Reviewed: _I__ ___________------- Level: Date: '- 2 )&: 16 SQ6..TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 35TH YEAR TENDON SURVEILLANCE [] UNIT 1 (8.1) Tendon No.: 14 LI "5 , Tendon End: f 5a Shop El Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes [ No Quantity: o Sample Taken: El Yes El No t N/A Moisture

Description:

El Observable Moisture E] Significant Moisture [ Not Applicable Comments: A-, (9.6.1) INSIDE GREASE CAP Water Detected: F] Yes A No QUantity: ) Sample Taken: 11 Yes El No M N/A Moisture

Description:

[] Observable Moisture El Significant Moisture Applicable Comments: dowAf el (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: Ml Yes Z No Quantity: C Sample Taken: El Yes En No IN/A Moisture

Description:

[] Observable Moisture El Significant Moisture J Not Applicable Comments: OttJ , (9.9.1) DURING DETENSIONG 1.1/Water Detected: [] Yes L No Quantity: Sample Taken: El Yes El No [] N/A Moisture

Description:

E] Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION IA Exelon Notified: [I Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE NJ A (12.2) Samples adequately identified: Els El No (12.3) Samples stored at: 7QC ignoff: Level: _ Date: SQC Reviewed:

4. Level: Date: 16 SQ6.1.TM.09 ISI doc TM-N1043:

APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE XUNIT I (8.1) Tendon No.- -. -5,O Tendon End: d--Shop (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: Ln Yes "0 No Quantity: C) Sample Taken: LI Yes [I No XN/A Moisture

Description:

nI Observable Moisture EL Significant Moisture ,XNot Applicable, Comments: (9.6.1) INSIDE GREASE CAP Water Detected: El Yes fALNo Quantity: C> Sample Taken: LI Yes LI No ,ANIA Moisture

Description:

LI Observable Moisture LI Significant Moisture "K Not Applicable Comments: O ., (9,7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: LI Yes $ No Quantity: C Sample Taken: L Yes LI No "N/A Moisture

Description:

LI Observable Moisture EL Significant Moisture Not Applicable Comments: ,., (9.9. 1) DURING DETENSIONI NG gI Water Detected: LI Yes EL No Quantity: Sample Taken: LI Yes LI No LI N/A Moisture

Description:

LI Observable Moisture LI1 Significant Moisture LI Not Applicable Comments: (11.1) NOTIFICATION A Exelon Notified: L] Yes LI No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: LI Yes [LINo (12.3) Samples stored at: QC Signoff: Level: Date: QC Reviewed: AV.-'C Level:~ Date:_ _ _ _16 SQ6, 113M.09 ISW~OC TM-N1043: APPENDIX A ,- n .4 .f 350 .PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of 1 Revision.0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [ UNIT 1 (8.1) Tendon No.: Tendon End: ..Shop- ..Field------------

---

" ...,..-- ..-... -... ... ... ....... .. .........

............... -- ------- -------- ------... ...(9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: nl Yes (N No Quantity: ._. ___Sample Taken: nl Yes nl No [] N/A Moisture

Description:

El Observable Moisture Sl significant Moisture : Not Applicable Comments: _4M---------------------------------------------------

---

---

(9.6.1) INSIDE GREASE CAP Water Detected: El Yes [] No Quantity; __..___.... Sample Taken: n] Yes nl No [] N/A Moisture

Description:

El Observable Moisture El Significant Moisture [] Not Applicable Comments: N./A (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: nl Yes [J No Quantity: __ .... Sample Taken: E1 Yes nl No [] N/A Moisture

Description:

nl Observable Moisture El Significant Moisture [] Not Applicable Comments- ,l/A (9.9.1) DURING DETENSIONING Water Detected: El Yes [Z No Quantity: _ _ Sample Taken: F1 Yes El No [] N/A Moisture

Description:

E] Observable Moisture nl Significant Moisture 1J Not Applicable Comments: N/A 1(11.1) NOTIFICATION Exelon Notified-t.iE] Yes El No, Individual Name: ./A Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately Yes El No (12.3) Samples stored at: ,aI QC Signoff: / Level: Date:; Reviewed: 24- Level: Date: /16 SQ6.1.TM,09 ISIdAOC TM-N 1043: APPENDIX A Project: TMI 3 5 T' YEAR TENDON SURVEILLANCE KUNIT 1 (8.1) Tendon No.: (4 51 -Z11 Tendon End: ____- __ El Shop 9 Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 0 No Quantity: C) Sample Taken: -Yes U No K N/A Moisture

Description:

E] Observable Moisture 1111 Significant Moisture Not Applicable Comments: kJ& ,",6-09 (9.6.1) INSIDE GREASE CAP Water Detected: El Yes , No Quantity: .Sample Taken: El Yes EU No

• N/A Moisture

Description:

R Observable Moisture 0] Significant Moisture [ Not Applicable Comments: , , (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: EU Yes J No Quantity; -9 Sample Taken: El Yes EU No N/A Moisture

Description:

R Observable Moisture U Significant Moisture Not Applicable Comments: Aoe ' -bO (9.9.1) DURING DETENSIONING Water Detected: EU Yes F] No Quantity: /, Sample Taken: U] Yes Ul No 91 N/A Moisture

Description:

Ul Observable Moisture Ul Significant Moisture LO Not Applicable Comments: (11.1) NOTIFICATION Exelon NotifiedV/',/I Yes U No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified;4ll Yes U No (12.3) Samples stored at: QC Signoff: __ Level: _ Date: , QC Reviewed: _ _ _ _ _ _ _ _ _ __Level: ZDate: --I 16 SQ6.1.TM.09 ISIdoc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [y UNIT 1 (8.1) Tendon No.: /tZ 0 z-2c, Tendon End: &,Y,. LShop -- Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: U] Yes 10 No Quantity: Sample Taken: U Yes n No '0 N/A Moisture

Description:

El Observable Moisture E] Significant Moisture I Not Applicable Comments: 1,1 P (9.6.1) INSIDE GREASE CAP Water Detected: n Yes J No Quantity: D Sample Taken: Moisture

Description:

U Observable Moisture U Significant Moisture Comments: AlOe U Yes [] No KNot Applicable N N/A (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: Ul Yes P No Quantity: Sample Taken: Moisture

Description:

U Observable Moisture Ul Significant Moisture Comments: J1AV U Yes EU No I5 Not Applicable N/A (9.9.1) DURING DETENSIONING 4, Water Detected: U1 Yes U No Quantity: Sample Taken: Ul Yes U1 No U] N/A Moisture

Description:

U Observable Moisture Ul Significant Moisture U Not Applicable Comments: (11.1) NOTIFICATION 1A Exelon Notified: U] Yes U] No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE ?J/fr (12.2) Samples adequately identified: U Yes U No (12.3) Samples stored at: QC Signoff: Level: l Date: 2g- 12-QC Reviewed: l" Level: , Date: ___- ___16 SQ6.1.TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE J UNIT 1 (8.1) Tendon No.: -Tendon End El Shop [ Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: Dl Yes T-No Quantity: C Sample Taken: El Yes El No Ii N/A Moisture

Description:

El Observable Moisture El Significant Moisture A-'Not Applicable Comments: Axe-(9.6.1) INSIDE GREASE CAP Water Detected: El Yes M.,No Quantity: Q Sample Taken: El Yes El No 9 N/A Moisture

Description:

E] Observable Moisture El Significant Moisture tK Not Applicable Comments: A/ .-(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes 9 No Quantity: o Sample Taken: El Yes E] No M N/A Moisture

Description:

E] Observable Moisture El Significant Moisture KNot Applicable Comments: (9.9.1) DURING DETENSIONING NIA Water Detected: El Yes El No Quantity: Sample Taken: El Yes El No [I N/A Moisture

Description:

El Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION 4/, Exelon Notified: El Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE PIA" (12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: _ _ _ _-_ _ _ _ _ _ Level: -Date: __,- ____QC Reviewed: _ _ _ _ _ _ _ _ _ __Level: Date:_ _ _ _16 SQ6.1.TM.09 ISIdOC TM-NIfl43' APPFNnlY A u, M~ae 4B OT350 POEDR PSO PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE .U4JNIT 1 (8.1) Tendon No.: j/--) I Tendon End: .3L ,-Shop E- Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: Fl Yes Quantity: ( Sample Taken: E] Yes [J No KN/A Moisture

Description:

El Observable Moisture El Significant Moisture ' Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: El Yes §iNo Quantity: r2 Sample Taken: El Yes El No NTI/A Moisture

Description:

El Observable Moisture E1 Significant Moisture aNot Applicable Comments: do e (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes Quantity: ( Sample Taken: El Yes El No ,TJW/A Moisture

Description:

E] Observable Moisture El Significant Moisture ,ZNot Applicable Comments: A ve I. ... ... ....................................... (9.9.1) DURING DETENSIONING Water Detected: El Yes Quaity: Sample Taken: El Yes El No El N/A Moisture

Description:

E] Obse l oistu El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION Exelon Notified: El Y s o Id idual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identifie e (12.3) Samples stor at QC Signoff: Level: Date: QC Reviewed: iN/, .-Level: _ Date: '16 SQ6.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE UNIT 1 (8.1) Tendon No.: A/-i ( Tendon End: &AIILr []Shop Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: F] Yes No Quantity: 0 Sample Taken: El Yes F] No t9N/A Moisture

Description:

nl Observable Moisture El Significant Moisture {rNot Applicable Comments: ,twe,, (9.6.1) INSIDE GREASE CAP Water Detected: En Yes No Quantity: 'Q Sample Taken: nl Yes E] No I N/A Moisture

Description:

El Observable Moisture E] Significant Moisture Not Applicable Comments: WI/Vo, (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes KNo Quantity: Q Sample Taken: El Yes El No f0 N/A Moisture

Description:

El Observable Moisture El Significant Moisture l Not Applicable Comments: ,lakNL (9.9.1) DURING DETENSIONING AJ,/k Water Detected: El Yes "l No Quantity: Sample Taken: El Yes El No nl N/A Moisture

Description:

[I Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION A Exelon Notified: E1 Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: E [Yes E] No (12.3) Samples stored at: QC Signoff: ,AI $a,,_ e- &-e Level: 2 Date: t3-! q QC Re viewed: ~4~~ Level: Date:.16 SQ6.1.TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 2"UNiT 1 (8.1) Tendon No.: V Tendon End: Bt. Shop n- Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: nl Yes 5"No Quantity: Sample Taken: El Yes F] No Moisture

Description:

E] Observable Moisture E] Significant Moisture KNot Applicable Comments: /Ao (9.6.1) INSIDE GREASE CAP Water Detected: E]lYes 5"No Quantity: ( Sample Taken: El Yes, E] No ,SN/A Moisture

Description:

El Observable Moisture El Significant Moisture ,4Not Applicable Comments: --4&.(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes ,PJo Quantity: V Sample Taken: El Yes El No Moisture

Description:

El Observable Moisture El Significant Moisture O.Not Applicable Comments: t/0t -(9.9.1 )DURING DETENSIONING, Water Detected: El Yes e No Quantit.. Sample Taken: El Yes E] No E] N/A Moisture

Description:

E] Observable Moistu Significant Moisture El Not Applicable Comments: /(11.1) IOTIFICATION Exelon Notified: El Yes E] No n id Date: SAM PLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: Yes No (12.3) Samples stored at: Q.-=Signoff: A.t. Level: 1 Date: _________I QC ieviewed: Level: _ Date: 9- Z6-.,, .. ....... ..16 SQ6.1 TM.09 ISLdoc TM-N 1043: APPENDIX Alib U, Idye I 'U ..PSC PROCEDURE SQ.6.1 INSPECT FOR WATER Data Sheet 6.1 July.31, 2009 Page 1 of 1* Revision 0 TH Project: TMI 35. YEAR TENDON SURVEILLANCE j UNIT 1 (8.1) Tendon No.: Tendon End: r- Shop [ Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes K No Quantity: Q Sample Taken: E0 Yes El No Z N/A Moisture

Description:

El Observable Moisture El Significant Moisture J Not Applicable Comments: /l/ddwý(9.6.1) INSIDE GREASE CAP Water Detected: El Yes 5 No Quantity: ( Sample Taken: El Yes El No KN/A Moisture

Description:

E) Observable Moisture El Significant Moisture Not Applicable Comments: A62e-(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes 5'No Quantity: L Sample Taken: El Yes El No KYA Moisture

Description:

El Observable Moisture El Significant Moisture J4 NotApplicable Comments: .. A--------------------------------------------------------------------------------------- (9.9.1) DURING DETENSIONING IJ/4 Water Detected: E] Yes El No Quantity: Sample Taken: El Yes [E No El N/A Moisture

Description:

El Observable Moisture El Significant Moisture El Not Applicable Comments: (11. 1) NOTIFICATION ýExelon Notified: El Yes E] No Individual Name: Date:---- -------------------------

---

..

.SAMPLE IDENTIFICATION AND STORAGE N (12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: Level: Date: 3. -9 QC Reviewed: A L-_____________,_ Level: Date: f"/ 3 .16 SQ6.1I.TM.09 ISIdoC TM-N 1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON'SURVEILLANCE XUNIT 1 (8.1) Tendon No.: -7 Tendon End: L FShop [] Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: D] Yes t9rNo Quantity: D Sample Taken: F] Yes nI No ý N/A Moisture

Description:

nI Observable Moisture El Significant Moisture J Not Applicable Comments: A/l (9.6.1) INSIDE GREASE CAP Water Detected: nl Yes J-No Quantity: 0 Sample Taken: El Yes El No PJN/A Moisture

Description:

El Observable Moisture E] Significant Moisture Not Applicable Comments: A4/20 k (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes N-No Quantity: _ _ _ Sample Taken: E] Yes E] No W" N/A Moisture

Description:

E1 Observable Moisture El Significant Moisture SNot Applicable Comnments: ,'(9.9.1) DURING DETENSIONING Water Detected: El Yes Quantity: Sample Taken: LI Yes El No K2 N/A Moisture

Description:

E] Observable Moisture El Significant Moisture Not Applicable Comments: Nome_(11.1) NIOTIFICATION Exelon Notified: nl Yes El No Individual Name: Date: ,SAMPLE IDENTIFICATION AND STORAGE N/A-(12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: Level: Date: 19 -01 OC Reviewed:

(" Level

Date: elZ,0"01 16 SQ6.1.TM.09 ISIdoc TM-N1043:

APPENDIX A<evision U, v-age 5 M OM0u PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of i Tr"Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE j UNIT 1 (8.1) Tendon No.: y" ') Tendon End: BE-lpre, R Shop { Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 0 No Quantity: O Sample Taken: EYes [No 29 N/A Moisture

Description:

[I Observable Moisture El Significant Moisture 'Not Applicable Comments: Ak( -1) 0'_ 3-z'.(9.6.1) INSIDE GREASE CAP Water Detected: El Yes E No Quantity: o Sample Taken: E1 Yes El No K N/A Moisture

Description:

El Observable Moisture El Significant Moisture Not Applicable Comments: 1V 'oJ-13-pg (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes K No Quantity: Q Sample Taken: El Yes El No E] N/A Moisture

Description:

E] Observable Moisture El Significant Moisture J Not Applicable Comments: 4 C). FIC !9 13 -r>9 (9.9.1) DURING DETENSIONING Water Detected: El Yes 0 No Quantity: Sample Taken: El Yes E] No N/A Moisture

Description:

El Observable Moisture El Significant Moisture 29 Not Applicable Comments: A10A1-- f{gJ. *-1-0 (11.1) NOTIFICATION A-Exelon Notified: El Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE 1l/A (12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: Level: Date: __--_____QCReviewed: C. Level: Date: __,___16 SQ6.1,TM.09 ISIdoc RPSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 (8.1) Tendon No.: V- 13Z2- Tendon End: F'OD Shop t-]Field (9.5.1) DURING REMOVAL OF GREASE-CAP Water Detected: F1 Yes , No Quantity: O SampleTaken: ni Yes LI No Z) N/A Moisture

Description:

ni Observable Moisture El Significant Moisture [ Not Applicable Comments: AIAle WI-'- OJ"0 (9.6.1) INSIDE GREASE CAP Water Detected: ni Yes 1 No Quantity: C. Sample Taken: Li Yes Li No [Z NIA Moisture

Description:

L1 Observable Moisture El Significant Moisture [ Not Applicable Comments: .1jO ' (9.7.,1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: [L Yes 9 No Quantity: Sample Taken: El Yes Li No 0 N/A Moisture

Description:

Li Observable Moisture Li Significant Moisture fg Not Applicable Comments: , 'L3 -6 (9.'9. 1) DURING DETENSIONING Water Detected: EL Yes Li No Quantity: Sample Taken: EL Yes Li No Li N/A Moisture

Description:

Li Observable Moisture L] Significant Moisture EL Not Applicable Comments: Exelon Notifie / L Yes Li No Individual Name: Date: JSAMPLE IDENTIFICATION AND STORAGE7 (12.2) Samples adequately identified: EL Yes Li No (12.3) Samples stored at: QC Signoff: Level: Date:)QC Reviewed: ~ { Cd'LJ-Level: Date:_____ 16 SQ6.1.TM.09 SISdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE K.UNIT I (8.1) Tendon No.: V- i3;,7 Tendon End: _4 i Shop gField (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: ni Yes 9.No Quantity: 4, Sample Taken: nI Yes Li No 1 N/A Moisture

Description:

Li Observable Moisture E] Significant Moisture Not Applicable Comments: )OAI (9.6.1) INSIDE GREASE CAP Water Detected: El Yes KLNo Quantity: C Sample Taken: El Yes Li No f? N/A Moisture

Description:

Li Observable Moisture El Significant Moisture J4 Not Applicable Comments: A &,, 1(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes 0 No Quantity: Sample Taken: El Yes [I No N/A Moisture

Description:

El Observable Moisture Li Significant Moisture 5 Not Applicable Comments: 1%J61F.(9.9.1) DURING DETENSIONING Z Water Detected: F1 Yes El No Quantity: Sample Taken: Ei Yes Li No ni NIA Moisture

Description:

E] Observable Moisture L1 Significant Moisture Ei Not Applicable Comments: (11. 1) NOTIFICATION /Exelon Notified: El Yes ni No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE t'/(12.2) Samples adequately identified: [] Yes El No (12.3) Samples stored at: QC Signoff: 4, Level: 5--- Date: -QC Reviewed: , Date: _>713 _0 16 SQ6.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE ,UNIT 1 (8.1) Tendon No.: .)22.. Tendon End: _,4I E-]Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: EYes No Quantity: .Sample Taken: EYes [No Moisture

Description:

El Observable Moisture El Significant Moisture Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: El Yes I' No Quantity: 2 Sample Taken: El Yes El No 19 N/A Moisture

Description:

E] Observable Moisture El Significant Moisture Not Applicable Comments:, (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes Quantity: " Sample Taken: E] Yes E] No CRNlA Moisture

Description:

El Observable Moisture El Significant Moisture-r Not Applicable Comments: (9.9.1) DURING DETENSIONING O A Water Detected: El Ye No Quantity: Sample Taken: El Yes E] No El N/A Moisture

Description:

E Observable Moisture El Significant Moisture El Not Applicable Comments: (11. 1) NOTIFICATION ............ .....................................................Exelon Notified: E] Yes E] No Individual Name: Date: SAM PLE IDENTIFICATIO0N AN D STO RAGE ~4 (12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: Level: Date: .QC Reviewed: /- Level: ,i Date: _______ _16 SQ6.1 1TM.09 ISIdAc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of 1 Revision 0 TH Project: TMI 35 YEAR TENDON SURVEILLANCE [] UNIT 1 (8.1) Tendon No.: Tendon End: Shop & Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: n Yes [g No Quantity: M1.4 Sample Taken: U] Yes nI No (0 N/A Moisture

Description:

E] Observable Moisture U Significant Moisture [] Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: U Yes [j No Quantity: ,'M Sample Taken: EU Yes U No 9 N/A Moisture

Description:

U] Observable Moisture U Significant Moisture [ Not Applicable Comments: A,.-...... --.-.--.-- --- -- ----.-..-.. .. .............................. ...... ............................. -- ----------.. ... .... .... .... ... .... .... ..(9.7. 1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: U] Yes [M No Quantity: , Sample Taken: U Yes Ul No WI N/A Moisture

Description:

U Observable Moisture U Significant Moisture ER Not Applicable Comments: J/, (9.9.1) DURING DETENSIONING Water Detected: U Yes No Quantity: Sample Taken: U Yes Ul No E N/A Moisture

Description:

[] Observable Moisture U Significant Moisture R1 Not Applicable Comments: (11 .1.......-1...N........ -1)-NO T- --------------------------------------------. ..... -----.----

---

----.-Exelon Notified:.ViIJ Yes U No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified*

Yes U No (12.3) Samples stored at: QC Signoff: .Level: Date: //i31L QC Reviewed: Level: Date: /j!-//16 S06.1.TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE ,CUNIT 1 (8.1) Tendon No.: p -" Tendon End: ,'Shop LI Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: ni Yes "No Quantity: 0 Sample Taken: Ci Yes ni No 5I'NA Moisture

Description:

E] Observable Moisture Li Significant Moisture ,5Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: ni Yes ONo Quantity: O Sample Taken: El Yes El No iNN/A Moisture

Description:

L] Observable Moisture Li Significant Moisture {Not Applicable Comments: 4AJA e-(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: EL Yes "No Quantity: _ , _ Sample Taken: Li Yes E] No Moisture

Description:

Li Observable Moisture El Significant Moisture Rrkot Applicable Comments: (9.9.1) DURING DETENSIONING El Yes L] No Quanti : Sample Taken: L Yes Li No Li N/A Moisture

Description:

Li Observ ble Moisture / ignificant Moisture KN"ot Applicable Comments: /(11.1) NOTIFICATION Exelon Notified: EL Yes Li No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE /(12.2) Samples adequately identified: L] Yes E] No (12.3) Samples stored at:/'V QC Signoff: A 4 A Level: Date: __/_'___I C Reviewed: _ A .... Level: Date: _____- __16 SQ6.11.TM.09 ISIAOC TM-N1043: APPENDIX A Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE I] UNIT 1 (8.1) Tendon No.: b 22 7 ..Tendon End: 13,4 2- n Shop 0 Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes KNo Quantity: _ _ Sample Taken: n Yes n No r '/A Moisture

Description:

[I Observable Moisture El Significant Moisture DkNot Applicable Comments: ,9 .(9.6.1) INSIDE GREASE CAP Water Detected: nl Yes CENo Quantity: _ _ _ Sample Taken: El Yes El No Moisture

Description:

nl Observable Moisture El Significant Moisture cffNot Applicable Comments: 1,D .(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes 'No Quantity: D Sample Taken: El Yes El No N/A Moisture

Description:

El Observable Moisture E] Significant Moisture &.lot Applicable Comments: $ -(9.9.1) DURING DETENSIONING Water Detected: El Yes El No, Qu tity: Sample Taken: El Yes El No El N/A Moisture

Description:

E] Observab/le Stu S nificant Moisture El Not Applicable Comments:NOTIFICATION Exelon Notified: E] Yes L Indidual am Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: S (12.3) Samples stored at: QC Signoff: / 4'e-4 Level: Date: ___________ L Q C R eview ed: _ _ _ _ _ _ _ _ _ _ _ _ _ _ Level: D ate: 16 SQ6.1.TM.09 ISIdoc TM-N1043: APPENDIX A U, IS-3 U -PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35 YEAR TENDON SURVEILLANCE [j UNIT 1 (8.1) Tendon No.: ',. .3,.,2 Tendon End .Shop El Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: L Yes [] No- Quantity:' Sample Taken: El Yes nl No FNI N/A Moisture

Description:

[] Observable Moisture LI Significant Moisture n] Not Applicable Comments: ____(9.6.1) INSIDE GREASE CAP Water Detected: El Yes I] No Quantity: VIA Sample Taken: EL Yes El No RI N/A Moisture

Description:

El Observable Moisture El Significant Moisture WI Not Applicable Comments: WA (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: E] Yes [] No Quantity: Sample Taken: EL Yes [L No 91 N/A Moisture

Description:

E] Observable Moisture nI Significant Moisture M] Not Applicable Comments: (9.9.1) DURING DETENSIONING Water Detected: E) Yes E) No Quantity: ,v/,t Sample Taken: El Yes L0 No 9j N/A Moisture

Description:

Ln Observable Moisture LI Significant Moisture " Not Applicable Comments:--------N O TF- --------------------------------......... -.. ............................. .... ................................ ..... ... .. ...... ..... ..... ....... .. ..... ...... ... ..(1:)tOTIFICATION-- -.-.1 ----------Exelon Notified,/#t] Yes LI No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identifiedý,Z Yes nl No (12.3) Samples stored at: QC Signoff: __ __ Level: f Date: 7 QC Reviewed: __ _ _ _ _ _Level: Date: .ý16 SQ6.1.TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 6.1 INSPECT FOR WATER Data Sheet 6.1 July,31, 2009 Page 1 of 1 Revision 0 Project: TMI.35TH YEAR TENDON SURVEILLANCE PA UNIT 1 (8.1) Tendon No.: d Tendon End: Ele.41 .E] Shop (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: L Yes [] No Quantity: _ Sample Taken: E] Yes Moisture

Description:

E Observable Moisture El Significant Moisture N] Not Comments: ,,/4 t2Field El No' R N/A~pplicable (9.6.1) INSIDE GREASE CAP Water Detected: n] Yes f] No Quantity: _ ,___ Sample Taken: [I Yes E] No E] N/A Moisture

Description:

[] Observable Moisture F1 Significant Moisture FI[ Not Applicable Comments: j/9 (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: 0l Yes Fv No QuantitY' ',,_, __Sample Taken: El Yes El No [J N/A Moisture

Description:

E] Observable Moisture El Significant Moisture nA Not Applicable Comments: (9.9.1) DURING DETENSIONING Water Detected: El Yes (0 No Quantity: ,V, Sample Taken: El Yes E] No R] N/A Moisture

Description:

E Observable Moisture El Significant Moisture Not'Applicable Comments:---- (11:1)N ON --_--- ---........ .... ....Exelon Notified'/,0 Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified#/,,o Yes El No (12.3) Samples stored at: QC Signoff: QC Reviewed: Level: Level: Date: SQ-16. 9I Date: a' :2- ((16 SQ6. 1JITI09, ISIdoc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE H'UNIT 1 (8.1) Tendon No.: .3 D _Q" Tendon End' 1 i, ý W hop n Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: nl Yes Quantity: _"_ Sample Taken: F1 Yes El No ,rN/A.Moisture

== Description:==

L] Observable. Moisture EL Significant Moisture ZKNot Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: n Yes "<No Quantity: C Sample Taken: nl Yes El No K /A Moisture

Description:

El Observable Moisture El Significant Moisture Z1Not Applicable Comments: Ab iq.(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: ni Yes Quantity: _ Sample Taken: ni Yes El No C N/A Moisture

Description:

El Observable Moisture El Significant Moisture >Q Not Applicable Comments: ..(9.9.1) DURING DETENSIONING Water Detected: Ei Yes El No uantity Sample Taken: El Yes E1 No E3 N/A Moisture

Description:

EL Observabl, sture/ Sgnificant Moisture -' Not Applicable Comments: (11. 1) NOTIFICATION A Exelon Notified: El Yes In/ividu I Na e: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: LiYes o (12.3) Samples stored at: QC Signoff: C t- Level: Date: QC Reviewed: 1A/, 24V~o 7r~4+e~~Level: -Z Date: 16 SQ6.1.TM.09 ISJ.doc Project: TMI 3 5 T" YEAR TENDON SURVEILLANCE KUNIT 1 (8.1) Tendon No.: .________ Tendon End: M iShop Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 4No Quantity: o Sample Taken: El Yes E] No XJ N/A Moisture

Description:

0i Observable Moisture Li Significant Moisture Not Applicable Comments: A~of (9.6.1) INSIDE GREASE CAP Water Detected: Ri Yes O No Quantity: Sample Taken: Li Yes ni No [ N/A Moisture

Description:

E] Observable Moisture Li Significant Moisture [ Not Applicable Comments:. N'1ge4 (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: Li Yes gj No Quantity: Sample Taken: Li Yes Li No CK N/A Moisture

Description:

Li Observable Moisture Li Significant Moisture Not Applicable Comments:. /1 4 Ae-(9.9.1) DURING DETENSIONING Water Detected: Li Yes Li No Quantity: Sample Taken: EL Yes Li No Li N/A Moisture

Description:

L] Observable Moisture L] Significant Moisture Li Not Applicable Comments: (11.1) NOTIFICATION Exelon Notified: Li Yes L] No Individual Name: Date: SAM PLE IDENTIFI CATIO N AND STO RAGE (12.2) Samples adequately identified: Li Yes EL No (12.3) Samples stored at: QC Signoff: Level: _ Date: QC Reviewed: r Level: Date: _,"_____16 SQ6.1,TM.09 ISi.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE X UNIT 1 (8.1) Tendon No.: V" /0 Tendon End: 1 E] Shop Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes alNo Quantity: 0 Sample Taken: El Yes El No JR N/A Moisture

Description:

nl Observable Moisture El Significant Moisture C*lot Applicable Comments: Af-o tpz.(9.6.1) INSIDE GREASE CAP Water Detected: nl Yes Quantity: _ Sample Taken: El Yes El No 9 /A Moisture

Description:

ril Observable Moisture El Significant Moisture 6"1lot Applicable Comments: A t0 e,, (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS, Water Detected: El Yes %'No Quantity: ( Sample Taken: F] Yes El No MIRN/A Moisture

Description:

LI Observable Moisture LI Significant Moisture [5ýNot Applicable Comments: Ak A 12 (9.9.1) DURING DETENSIONING N/A Water Detected: F1 Yes El No Quantity: Sample Taken: [E Yes El No El N/A Moisture

Description:

El Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION NIA.Exelon Notified: [n Yes [] No Individual Name: Date: SAM PLE IDENTIFICATIO0N AN D STO RAGE /(12.2) Samples adequately identified: El Yes E] No (12.3) Samples stored at: QC Signoff: Level: Date: SQC Reviewed: _ _ _ _ _ _ _ _ Level: Date: _ _ _16 SQ6.1.TM.09 ISIdoc TM-N1043: APPENDIX A oPSC PROCEDURE SQ 6.1 P INSPECT FOR WATER Data Sheet 6.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35 YEAR TENDON SURVEILLANCE [ UNIT 1 (8.1) Tendon No.: Tendon End: f-L, ED Shop J Field-.. -- ----- ----- .......... = ............................................. --... ................................ --- --- -- --- --.................... (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: [] Yes F[] No Quantity: ,,* Sample Taken: El Yes R] No [] N/A Moisture

Description:

ED Observable Moisture -D Significant Moisture [ Not Applicable Comments: &44... ... ... ... .. ... ... ... ....- ............................. ..........

---

...............................................

.................... (9.6.1) INSIDE GREASE CAP Water Detected: ED Yes n[] No Quantity: W/4 Sample Taken: Ln Yes E] No R] N/A Moisture

Description:

[] Observable Moisture E] Significant Moisture E] Not Applicable Comments: ., (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes [- No Quantity: Am Sample Taken: El Yes El No ZJ N/A Moisture

Description:

[] Observable Moisture LI Significant Moisture E] Not Applicable Comments: N114.. ...... ....... ....... ...........................................................................-- -- -- --- --...................... (9.9.1) DURING DETENSIONINGA//A Water Detectedr4-I Yes El No Quantity: ,9 Sample Taken: RD Yes El No Zl N/A Moisture

Description:

ED Observable Moisture ED Significant Moisture [] Not Applicable Comments: /a Exelon Notified4//40 Yes 0D No Individual Name: Date: e4064 SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identifiedA//,40 Yes ED No (12.3) Samples stored at.-QC Signoff: Level: Date: _QC Reviewed: " _ _ _ _ Level: "Z Date: 16 SQ6.1.TM.09 ISIcioc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE .UNIT 1 (8.1) Tendon No.: y- Tendon End: L Shop 19 Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: LI Yes PJ No Quantity: _ _ Sample Taken: El Yes [] No PSN/A Moisture

Description:

El Observable Moisture LI Significant Moisture E9 'Not Applicable Comments: 0 /9 (9.6.1) INSIDE GREASE CAP Water Detected: nI Yes rgNo Quantity: I) Sample Taken: E] Yes LI No ETN/A Moisture

Description:

LI Observable Moisture E] Significant Moisture 7"N'ot Applicable Comments: A/ 4q-(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: LI Yes ?<No Quantity: (9 Sample Taken: EL Yes LI No KN/A Moisture

Description:

L] Observable Moisture El Significant Moisture 5 Applicable Comments: A() A-C (9.9.1) DURING DETENSIONING N/A Water Detected: LI Yes [] No Quantity: Sample Taken: LI Yes EL No LI N/A Moisture

Description:

EL Observable Moisture LI Significant Moisture LI Not Applicable Comments: (11.1) NOTIFICATION N/IA Exelon Notified: LI Yes LI No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGEt41 (12.2) Samples adequately identified: [] Yes LI No (12.3) Samples stored at: QC Signoff: A Level: _ Date: Y',kDI QC Reviewed: )A Level: 2 Date: t'16 SQ6.1.TM.09 ISI.doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE 0 UNIT 1 (8.1) Tendon No.: yV -6 z Tendon End: 6AJlet -] Shop aField (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 0%1fo Quantity: Sample Taken: 0l Yes nj No 2J-NIA Moisture

Description:

F[ Observable Moisture El Significant Moisture rot Applicable Comments: /A/0 A-(9.6.1) INSIDE GREASE CAP Water Detected: Eli Yes ^TJNo Quantity: _ Sample Taken: El Yes El No PTN/A Moisture

Description:

E] Observable Moisture E] Significant Moisture Not Applicable Comments: AA, (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: nl Yes [?ýo Quantity: V Sample Taken: nl Yes E] No P I/A Moisture

Description:

nl Observable Moisture E] Significant Moisture [Zf"ot Applicable Comments: A/..(9.9.1) DURING DETENSIONING N/A Water Detected: El Yes El No Quantity: Sample Taken: El Yes E] No E] N/A Moisture

Description:

F] Observable Moisture Ei Significant Moisture El Not Applicable Comments: (11,1) NOTIFICATION N/A Exelon Notified: El Yes El No Individual Name: Date: S AM PLE IDENTIFI CATIO0N AN D STO RAGE /(12.2) Samples adequately identified: El Yes E] No (12.3) Samples stored at: QC Signoff: 11,ý Level: _____Date: QC Reviewed: W, Level: Date: 16 SQ6.1.TM.09 ISIAOC Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE C UNIT 1 (8.1) Tendon No.: y... q / Tendon End: [I Shop I Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 'no Quantity: .6 Sample Taken: Li Yes Fi No VN/A Moisture

Description:

[] Observable Moisture Li Significant Moisture IM Applicable Comments: N w AA (9.6.1) INSIDE GREASE CAP, Water Detected: Li Yes 21f4o Quantity: P Sample Taken: Li Yes El No 'EN/A Moisture

Description:

Li Observable Moisture El Significant Moisture nTot Applicable Comments: WE2 (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: Li Yes O'No Quantity: Sample Taken: Li Yes L] No kN/A Moisture

Description:

Li Observable Moisture EL Significant Moisture ,F-ot Applicable Comments:. J T..(9.9.1) DURING DETENSIONING N/.A Water Detected: Li Yes Li No Quantity: Sample Taken: Li Yes L] No Li N/A Moisture

Description:

Li Observable Moisture L] Significant Moisture Li Not Applicable Comments: (11.1) NOTIFICATION N/IA Exelon Notified: Li Yes Li No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identified: Li Yes Li No (12.3) Samples stored at: QC Signoff: t Level: Date: ______,____ QC Reviewed: Level: -Date: ___-,_- _16 SQ6.1.TM.09 ISI,doc TM-N1043: APPENDIX A-o....... u .... PSC PROCEDURE SQ,6.1 INSPECT FOR WATER Data Sheet 6.1 July 31, 2009, Page I of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE IF UNIT 1 (8,1) Tendon No.:. Tendon End: E Shop R Field (9.5. 1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes 0 No Quantity: ,,_/__ Sample Taken: El Yes El No [] N/A Moisture DescriptionW/%[] Observable Moisture El Significant Moisture [] Not Applicable Comments: A (9,61) INSIDE GREASE CAP Water Detected: El Yes [j No Quantity: .Sample Taken: El Yes E] No (R N/A Moisture

Description:

El Observable Moisture El Significant Moisture [i Not-Applicable Comments: ,I, (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: [E Yes [] No Quantity: ,6/4 Sample Taken: [I Yes El No [R NIA Moisture

Description:

El Observable Moisture El Significant Moisture j] Not Applicable Comments: 41A (9.9.1) DURING DETENSIONING,'fr? Water DetectedA/$.El Yes El No Quantity: Sample Taken: El Yes El No [] N/A Moisture

Description:

El Observable Moisture El Significant Moisture [] Not Applicable Comments: .v/d--- -- -- --- ----) ---------IO .... ..... .......... ......... .. ..... ............. ........................... .. ....................--

---

Exelon Notified:il/iJ Yes E] No Individual Name: W.4 Date: SAMPLE IDENTIFICATION AND STORAGE (12.2) Samples adequately identifiedjýo Yes E] No (12.3) Samples stored at: ,4 QC Signoff: __ _ ,__ _ _ _ __ _Level: _ Date: _QC Reviewed:

......._ _ _ Level: 7-flZ Date: -16 S06.1.TM,09 iSI~doc TM-N1043: APPENDIX A Revision 0, Page 6b at:3bU PSC PROCEDURE SQ e.INSPECT FOR WATEM o ~Data Sheeti6.Pagqe,ýt,'f 1 Revision 0 64:SkZL Q'ep.Aid Project: TMI 3 5 T1 YEAR TENDON SURVEILLANCE UNIT 1 (81) Tendon No.: ..... S Tendon End: El n Shop .Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: El Yes N-No Quantity: Z) Sample Taken: [I Yes El No RN/A Moisture

Description:

El Observable Moisture [I Significant Moisture ffilot Applicable Comments: ./,w,-(9.6.1) INSIDE GREASE CAP Water Detected: El Yes 1ýNo Quantity: , Sample Taken: LI Yes -l No S-N/A Moisture

Description:

[] Observable Moisture El Significant Moisture ';ENt Applicable Comments: y A-..1(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: El Yes ýTNo Quantity: Sample Taken: El Yes [] No "1N/A Moisture

Description:

El Observable Moisture El Significant Moisture Z Applicable Comments: A Ae-(9.9.1) DURING DETENSIONING N/A Water Detected: El Yes E] No Quantity: Sample Taken: El Yes E] No [] N/A Moisture

Description:

El Observable Moisture El Significant Moisture El Not Applicable Comments: (11.1) NOTIFICATION 141 Exelon Notified: El Yes El No Individual Name: Date: SAMPLE IDENTIFICATION AND STORAGE g I (12.2) Samples adequately identified: El Yes El No (12.3) Samples stored at: QC Signoff: //,.'\------ Level: Date: 5 0 QC Reviewed: MeL Level: Date: .oc 16 SQ6.1.TM,09 ISI.doc Project: TMI35TH YEAR TENDON SURVEILLANCE [ UNIT 1 (8.1) Tendon No.: y- Tendon End: E 'Shop 1 Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: Ei Yes ONo Quantity: _ Sample Taken: E) Yes El No M"N/A Moisture

Description:

El Observable Moisture 0i Significant Moisture DRN-ot Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: Li Yes S-No Quantity: 0 Sample Taken: [I Yes Li No ?'N/A Moisture

Description:

Li Observable Moisture Li Significant Moisture SNot Applicable Comments: ,A/(9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: EL Yes Quantity: 0 Sample Taken: EL Yes Li No M N/A Moisture

Description:

Li Observable Moisture Li Significant Moisture l5 lot Applicable Comments: ]oftu--------------------------------------------------------------------------------------- (9.9.1) DURING DETENSIONING N/A Water Detected: El Yes Li No Quantity: Sample Taken: Li Yes Li No Li N/A Moisture

Description:

Li Observable Moisture EL Significant Moisture EL Not Applicable Comments: (11.1) NOTIFICATION NIA Exelon Notified: EL Yes Li No Individual Name: Date: S AM PLE I DENTIFICATIO N AN D ST ORAGE /--------------------- (12.2) Samples adequately identified: E] Yes L] No (12.3) Samples stored at: QC Signoff: Level: _ -Date: QC Reviewed: .jAJ1. Level: LDate: 16 SQ6.1.TM.09 IS(,doc Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE X UNIT 1 (8.1) Tendon No.: y- gi Tendon End: i f] Shop IK Field (9.5.1) DURING REMOVAL OF GREASE CAP Water Detected: Ei Yes Quantity: _, Sample Taken: EL Yes Li No EN/A Moisture

Description:

Mi Observable Moisture E] Significant Moisture 19Not Applicable Comments: (9.6.1) INSIDE GREASE CAP Water Detected: Li Yes NIo Quantity: Sample Taken: EL Yes El No WI/A Moisture

Description:

Li Observable Moisture Li Significant Moisture >ýj'Nt Applicable Comments: (9.7.1) AROUND TENDON ANCHORAGE COMPONENTS Water Detected: Li Yes No Quantity: ) Sample Taken: EL Yes [] No eJN/A Moisture

Description:

L] Observable Moisture Li Significant Moisture KQot Applicable Comments: (9.9.1) DURING DETENSIONING N/A Water Detected: Li Yes L] No Quantity: Sample Taken: Li Yes Li No L] NIA Moisture

Description:

Li Observable Moisture Li Significant Moisture Li Not Applicable Comments: (11.1) NOTIFICATION N/IA Exelon Notified: Li Yes L] No Individual Name: Date: SAM PLE IDENTIFI CATIO0N AN D STO RAGE /(12.2) Samples adequately identified: Li Yes Li No (12.3) Samples stored at: QC Signoff: Level: § Date: , Q 0C QC Reviewed: i', Level: 2 Date: ___"2- __16 SQ6.1.TM.09 ISWdoc DATA SHEET 9 Tendon Anchorage Area Moisture/Free Water Inspection 1, 2.3.4.5.6.7.8.9.10.11.12., Inspection Period ?Tendon Moisture/Water No. Location (Yes or No)JiILL o 154,0 Al 0 t) .-1? &Description of Free M6istureJWater-Quantity, Location Alone-~AJr,,e..1301t-9.1 Reviskri 20 Page 1 of 1 Inspec 04ate Ilnsp. ... 0nt-0' .-,p~Ct. By W'Z'0-t> 0>NOTE: Location: Hoop Tendons: Vertical Tendors: Dome Tendons: I to6 -, :Buttress number at end of tendon T or 8,- Top or-Bottom 1 to 6-- Number of buttress nearest.to end of tendon Cognizant QV Insp%.tor , ?Verfication By: ',_________Date:_ _____Cognizant ~e~rct-Enuies.~,z Review By: L~~~~Dr: 4~39 DATA SHEET 9 Tendon AnchorageArea Moisture/Free Water Inspection 1301-!8.1 Revlsioný 20 Pagel of I tK'oeadi O4ad I , I "r'4 9t , 21.2.3ý4.5.6.7.18.9.10.11.12.Tendon No.A21-L AOI-Id~i, 650 7-Bvr * ..IIIIII toistureNWa.er ff! rNo),&W Y , ,.O 14 Desc tion ofFree Moisture/Water-Quantity. Location A44 'o e.A., eo -AlfAe~.4 / PA .Inspect. By Date tnsp. :(.in iials)ZVINOTE: Location: Hoop Tendons: Vertical Tendons: Dome Tendons: 1 to 6 -Buttress number at ,end of tendon T or B -Top orBottom I to 6 -Number of buttress nearest to end oftendon CognizanttQV lnspe~orp Verfficafionwl B_________Date:_____ Cognizant Pecft1J~ctErgjier 7 r -Review*B: e ae/ 4A/2 39 DATA SHEET 9 Tendon Anchorage Area Moisture/Free Water Inspection 1301-9.1 Revision 20 Page 1 of I Inspection Period ._ I r-4.2..3.4.5, 6.7.B.9.10.11.12.Tendon NO.8-32 L.9-322 Butt 57 ./,IýOaIna MoistureAWater (Yes or NoY Alb AMJ A/0 De tion of Free MoisturelWater-Quantity, Location'.I-ne-, A &ý_.Date lnsp.k7-q oC Inspect By oC 0ý-0 NOTE: Location: Hoop Tendons.Vertical Tendons: Dome Tendons: 1 to 6 -Buttress number at end of tendon TorB- Top or Bottorn 1 to 6- Number of buttress nearest to end of tendon Cognizant QV Inspr Verification By- " J Date:_____ Reie By_ 7*7 ~ ~ _____39---- --i 1301-9.1 Revision 20 Page 8 of 16 ENCLOSURE 6 Data Sheet 3 Anchorage Assembly Surveillance Inspection Hoop Tendons INSPECTION PERIOD J5 ý-A yr." TENDON END BUTTONHEADS STRESSING WASHER& NUT SHIMS BEARING PLATE INSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QV INSP.NO. OF MISSING, BROKEN, AND/OR DAMAGED I.D. Location Corr. WIRES 1 2 3 4 CORR. SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED S 6 7 8 9 10 11 12 i4Lj1 IA1~2 z~1j:Y( ~L h4~.4~94 8'4 fl~sb~AL Al 0 0'Az A/-lv-A1l-l Al A/ 4/~CORR. CRACKS 'SKETCHED'13 14 Is 16 17 18 1-4 z; 0 x A,- >Al-Z 4'_A/ Awf -~1z 0f G~ i~,A/ A/~Al A"' _A1~ ~6tt~ 94AL LEGEND GENERAL Y = YES N= NO TENDON END-LOCATION IDENTIFY TENDON END (SHOP OR FIELD) AND NUMBER OF BUTTRESS (1 TO 6) AT TENDON END 70 ENCLOSURE 6 Data Sheet 3 Anchorage Assembly Surveillance Inspection Hoop Tendons 1301-9.1 Revision 20 Page 8 of 16 INSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QVINSP.INSPECTION PERIOD -V r TENDON END NO. OF MISSING BROKEN AND/OR DAMAGE Location Corr. WIRES 2 3 4 STRESSING WASHER BUTrONHEADS & NUT SHIMS BEARING PLATE D CORR. SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED to."1 s 6 7 8 9 10 11 1 Roo-q 'k,-0" Ut I ol 3#L?~ 24 4F/2 1_74__Ak A" A' A"' A AAl AL _IZ A" -1 Al_12 13 14 is 16 17 18 0- Z A)5. ___________ _______________

6. ________ __________

______________ LEGEND GENERAL Y= YES N= NO TENDON END-LOCATION IDENTIFY TENDON END (SHOP OR FIELD) AND NUMBER OF BUTTRESS (1 TO 6) AT TENDON END 70 1301-9.1 Revision 20 Page 7 of 16 ENCLOSURE 6 Data Sheet 2 Anchorage Assembly Surveillance Inspection Vertical Tendons INSPECTION PERIOD J> -7.4. Yr.STRESSING WASHER& NUT tNSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QVINSP.TENDON END BUTTONHEADS SHIMS BEARING PLATE LD. Location Corr.1 2 3 iAJi(f BLPIý &J~h kv._ -A> t-- -s ....O l.. .I...1 3-__o0- _ _A/0uA/-NO. OF MISSING, BROKEN, AND/OR DAMAGED WIRES 4 0__o_CORR.S A.)Al SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS 7 8 9 10 11 12 13 14 Is SKETCHED 16 17 18 Ajl/ q A/DJZ Ao' Al A A/ _4 W_ A/Al 6Z) A.l AJ A A/__t A/ iV A AZ Al A/'A/A/4Z__Lv A"aIIL 19 20-4-C4 0 gL ID4 M 0_ 4Al Al ~A-00z-A/k-4~A-') kI&4 Ivr LEGEND GENERAL Y = YES N= NO TENDON END-LOCATION IDENTIFY TENDON END LHOP OR FIELD) AND TOP (T) OR BOTTOM (B) OF TENDON 69 1301-9.1 Revision 20 Page 7 of 16 ENCLOSURE6 Data Sheet 2 Anchorage Assembly Surveillance Inspection Vertical Tendons INSPECTION PERIOD NJ P'.1 BUTTONHEADS TENDON END STRESSING WASHER& NUT SHIMS INSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QVINSP.BEARING PLATE NO. OF MISSING, BROKEN, ANDIOR DAMAGED I.D. Location Corr. WIRES 1 2 3 4 CORR. SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED 5 3-4_AlI 7 8 9 10 11 12 13 14 15 16 17 is 19 20 A/ Ml AAL- A/1 Al. A11 V . AMR Vl,+-;0 1 0Z C.)6.LEGEND GENERAL Y = YES N=NO TENDON END-LOCATION IDENTIFY TENDON END (SHOP OR FIELD) AND TOP (T) OR BOTTOM (B) OF TENDON 69 1301-91 Revision 20 Page 6 of 16 ENCLOSURE6 Data Sheet I Anchorage Assembly Surveillance Inspection Dome Tendons INSPECTION PERIOD 3-y{".TENDON END NO. 0O MISSIN BROKE ANDIO DAMAG I.D. Location Corr. WIRE 1 2 3 4 STRESSING WASHER BUTTONHEADS & NUT SHIMS BEARING PLATE G, N,)R ED S CORR. SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED 5 6 7 8 9 10 11 12 13 14 1s 4DIIj AL 5.Q-.za. SAl Al-aQ--0 j A/ IVZ A/A{-A/--~&L~ -~-~4L 2~AL 0 A'J L A/K A/ A/A-e A-/INSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QVINSP.16 17 18 4 is CD 0._L- ,J Al"_AZ _ *,_.__ ..lukpj avý/bY2PF-.a2ý LEGEND GENERAL Y = YES N= NO TENDON END-LOCATION IDENTIFY TENDON END (SHOP OR FIELD) AND NW, NE, SW, SE 68 1301-9.1 Revision 20 Page-6 of 16 ENCLOSURE6 Data Sheet I Anchorage Assembly Surveillance Inspection Dome Tendons 35--4-)- v('INSPECTION PERIOD TENDON END I STRESSING WASHER BUTrONHEADS & NUT SHIMS BEARING PLATE INSP. BY VERIF. BY DATE CONTR. COGNIZANT INSP. COMMENTS FOREMAN QVINSP.I.D. Location Corr.1 2 3 NO. OF MISSING, BROKEN, ANDIOR DAMAGED WIRES 4 4._S..______6.~Al CORR.S_A2__A1 SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED CORR. CRACKS SKETCHED 6 7 S 9 10 11 12 13 14 I5 A/1 Al /-,- W_ Al A l ," A 16 P--m '17 18 19;Q-&1 "06ý A/a OR~--CD 0>CD LEGEND GENERAL Y = YES N= NO TENDON END-LOCATION IDENTIFY TENDON END (SHOP OR FIELD) AND NW, NE, SW, SE 68 ,13014,91 Revision 20 Page 1,2 of 16 ENCLOSURE 6 Data-Sheet 7 Tendon Anchorage Arew Concrete Crack Inspection Hoop Tendons InspectUoII Period Tendon K%9 Y &Y~2- #13-3.__12531 de ii &,t ý4* 4 * " flb **.4 ,,.,,, 5 Cracks wlitt vfWidoý 0 Dafte insp. Byyta.Alf4 4fr-444ft S-wlt-O f-y:og ,Vedfy .B",4&L§6. A1 C0 m cnz 0 X&. #57i't..v_,. 4"A1-io.#~Z ~4, M-1-01 NOTE:. (A) Locatk=k0eny Tendon &nd Qeop or Ened) and I to 6 -Ntanie of BuLEaaAf End of Tendon (B) if concrete crack vddth aý.ov. proV~w sketch CnintMed!$truct E e BY,,- ...--a.e:,. //i/.-!A-O 74 Revision 20 Page 10 of 16 Inspection Period Tendon No." il 3.0-3 &4. L- 3 2 5.IM 6. (M Location viaK Remarks about Crackin ENCLOSURE 6 Data Sheet 5 on Anchorage Area Concrete Crack Inspection SDogp Tendons Cracks with width >0.01" ga Pattern Location(A) Width (IN,(8).r,,4vv>A. 4{al46A4k Date Inso-Contr.Foreman 4An 0-W , ~I m 'CO xg Verify. By Cognizant/ /O~O4..44 4 , j-J3~O9 4-NOTE: (A) Location: Identify Tendon End (Shop or Fiekd)and NW, NE, SW, SE (B) If concrete crack width > 0.01 ,provide sketch.Cognizant Mech/StnitEpj'5O< >>X Reviewed By: I /. Date: ý 44/e,?'-KO ' .-'" ," ... ../ 72 1301-9.1 Revision 20 Pagel 0 of 16 Inspection Period Tendon No.1. (1-])?-2. 0-02.3-.3--f Yre Location Remarks about Crackir 611 Zl- 2d~ENCLOSURE 6 Data Sheet s on.Anchorage Area-Concrete Crack Inspection Cracks with widthk p0.01"-Pattern _,,N()I ~ -=L0_4L--IDate lnsp. By Contr.Foreman 4%L Verify., By Co9nizant, OV Imp.CD m 0-Z 0C)5.:S. -NOTE: (A) Location: Identify Tendon End (Shop or field).and NW. NE. SW. SE (B) If concrete crack width > 041,% provide sketch Cognizant Mecinh Reviewed By:~~Date: / a 72 1301-9.1-Revision 20.Page 11 of 16 Inspection Period Tendon No;1.JIz-3S&*k V'4(.3. Q-lzT 4. _____j 6.7;Location&.7 /-j 4- ! v -,eoc. -' 010. love-Remarks b(ýIort C dn,.64. le,# 1.17)-0.. ....ENCLOSURE S Data Sheet 6 on Anchorage Area Concrete CracX Inspection-Vetr=lTendons Cracks with width >0;01" Location(A) Wit IN'(B)d./,- ~ ... --L 7 i.dz-" w,/-" , Date h Lh-Insp. By Contr.Foreman Verify. By Cognizant QV Inso.00 c~o 0 0 4ýAý;NOTE' (A) Locatioln: Identi.fy Tendon End. or Field) and T or B -Top or Bottom of Vertical Tendon (B) If concrete crack width > 0.01'. provide, sketch Cognizant Mech18f!S ~ -Reviewed By: .u---,,-- Date./ /73 1301-9.1 Revision 20 Page'1 Iof 16 3f+t. ~j Inspection Period Tendon No__. 3j- +Ll I P,.4.5.6.7.Location-Remarks about Crackinqi F tLL~~Ole 3 f£/4o.$-ENCLOSURE 6 Data Sheet-: on Anchorage Area Concrete Crack Inspection --Verficl Tendons Cracks withwidt >0.01"'atterm Location(A) Wijdtv(IN. (B).e n ,,,, U* ,,, Date Insp. By Contr.Foreman ul-J'ek-Verify. By Cogniant OY Imp.NOTE: (A) Location: Identify Tendon End (Shop or field) and T or B -Top or Bottom of Vertical Tendon (B) if concrete crack width > 0.61". provide sketch Cognizant Mey: ' e Reviewed 8y 7~9 Date:__________/ 73----I TM-N 1043: APPENDIX A Revision 0, Page 85 of 350 ER-AA-335-018 Revision 5 Page31of32 I ATTACHMENT 6 ASME IWL (Class CC) Containment Tendoh Anchorage Detailed Visual or VT-I Vlsual Examination NDE ReportýPaue , of 1 I Stalionr 7-,%f U.nit i Date: /,.-,, Repot No: WO No(s)" gO %.'/ Tendon Anchorage No,: J/,.?', Tendon End:,[ Shop [J Field Location; Tunnel. GallerylIZ e ,1 Elevat on: Bearing Plate. Bearing Plate I.D( ,a c .Anchor Head LD. &,'? Bushing I.D0.. 7...Exam Type. U -DV i Type Of Exam: ,,Direct E]Remote V As Found Exam .As Left Ekam Following Retensioning Of Tendons Which Have BeenDetentioned Design Drawing(s) Visual Aids:,dei M&TE Used " j, y Test Card UTCtor Serial No.,,//,. Cal. Due Date: 4,, Illumination Used o Illumination Verified: "Da'te y/-- uo? Time::/eoo ?.'/Special I Specific Instructions: ..'Corhponent Iltem Number and RESULTS Explanation I Notes DescrIptIlon N--R I ITYPE 10 (Sketch Shall Be Attached Depicling Location. 01 All Missing, Protruding Unsealed Wiresi)Results Lcgend.NI.- No Indications RI- Reoordable Indication IO- Information Only.Recoildable Indication Type Codes:........ A Missing Wires H. Cracks 0 Otlier(E/.platn) 8 Missing Button Heads. I. Pitting C. Protvdirng I Unseated Wires J. Nicks, Gouges. Mechanical Damage 0 BrOken Wires K. Uneven Shim Stack E Active Corrosion I. Exceesie Shim Gaps F Other Corrosion M, Gasket Seating Surface Oamageý'G, Evidence Of Free Water (Quahtlfy) N. Surface Disconlinuities, Deflectios Supplemental.Ilnformation .,.'Les No .. j ]Sketch PLhoo' Ovideo [..ther(Describe): ....._Results; Acceptable "" Yes (iNo ..... .EXAMINER/EVALUATOR ,_______ ~LEV ELDT STATION-NADMIN REVIEW DATE 3/' i o _iPnnI & n) DATE This section tojbac feted only If Examlner/Evaluatornotes RI or Unacceptable condItiorn. RI or Unacceptabl~rei;Cts Acceptable .:kJ'Yes [lI No Additional Actions: ANci REqIesW. Wdork _ Otrd 1s%,uepo1 elci" .DATE: ILEVEL Ill or RI REVIEW ~i jajp!ucabie)44 C /J 2//&!4 10__Nl. REVIEW ins-a_________DATE ..9 Page of _ TM-N1043: APPENDIX A Revision 0, Page 86 of 350 I ER-AA-335.018 ReviSion5 Page 31 of32 i I ATTACHMENT 5.ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-1 Visual ExamInatlonNDE Report, Paoe I of I[Stswon: Unit: .Date: Repotort No.'VO No(s).: 209A Oxe P Tendon Anchorage No.: Tendon End: ] Shop Field Locatlbn;, Tuinel, Galleryi e .Elevailon: Bearing Plate I.D.,:Ua bI Bearing Plate I.D. N/,4, AnchorHead, 6D. -Bushing I.D. t,4A Exam Type: .DV VT-' TypOf Exam: Diect IRemote.I [As Found Exam E] As Left Exam Following Retensloning Of Tendons Which Have Been Detentloned Deingn DraPtnn(s) PU e Visual Addsre.*M&TE Used: 11A NTest Card' UTC or Serial No:/. Cal, A-7 I.t n Ilumnastion Vereified: Date: it LeI Time:_,NpeciaI I SpecificNInosrdct In cfor Component /RItem Number cnd RESULTS ExplanatInn / Notes DBscsiptnon NIs I. T PiOtg (keich Shall Be Attached pctIg Location OfAl C. odMissing, PUtrudangd UrseesedoWMreMs E. AcP e Corgo 1. Exesiv IhmGp G Levenc NF -No Indicautons RI- Recordable indication tO-informaltionOnlys Recordable Indication Type Codes: N A.' Mising W) r 1.1 Cracks 0D Other (Explain)B. Missing Button Heads I .Pitting C. Pobrudinga UnseatedWires J. Nicks, Gouges, Mechanical Damage D. Broken Wires: K. Uneven SilmStack E. Active Corrosi~n L. Excessive Shim :Gaps, F. 0 o her Corrosion M. Gasket IuRtJpSuii.nfade Damage G,. Evdenoeb f Free Wa.t er fQuanti.fy).... N. Surface Discontinuities, Deflections

.

Information,: L1.110 r-Sketch I4Photo LiVidw0 .Other (Describe): Results: Acceptal~e Oies [E]No .., ....EXAMINER/EVALUA OR ......../ ---STATJONIADMIN REV IEW This section to. ~~lafadonly. If ExamlInerlEvaluatoir note6"RI or Unacceptable condition. RI or Unacceptable Ceq1&cccept b [ Yes []No Additional Actions: jAgLo0n-Rejuesh, Work Older. Issue Repod. elm, Initiaed ror Corrective ,...LEVEL III or RI:REVIEW(a!.piebi/ DATE: ANRI REVIEW (_a____p__,_ .DATE: Page-of!I I TM-N1043: APPENDIX A Revision 0, Page 87 of 350 1i ERk-AA-335.-018 Revision 5, Page 31 0f 32 IATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Deta lied Visual or 'V-1 Visual Examination, NDE Report Pane 'Iof I!1 Station: Unit: !Date:. , "I Report No: 'WO No(s).: g 5 l, ITendonAnchorage No.: -3 Tendon End: .Shop 0i Field'Location: Tunnel, Gallery,4 Elevation: "Bearing Plate l.D,:dý;.bid " t Bearin Plate f.. ...A Anchor Head l.D. Buahing .ID. y 241. TypeOfExam: I1DIrect LiRemote MAS Found Exam I AsoLeft Exam Following RetensjonlnR Of Tendons Wlich Have Been. etentloned Desl nDrawing(s) --Visual Aids: .M&TE Used: A tTest Card UTOC or Seral No. ,j Cal. Due Date: Al Illumination Used , Jj4I i. Illumination Verified: Datea Timies: .,A SpecialI Specific Instructiong. Component /Item Number and RESULTS Explanalion / Notes, Description -'-1 RiTYPE to (Sketch Shall Be AttaChed DepIcting Location OfAll_______Missing, Protrudling, Unseated Wr'es) " H24.537goA &4#hess V1/Iap emd, R1esults Legend: INI.-Nolndicatlom. RI.- Recordable Indication 1O- Information Only Recordablatndication Type Codes: " A. Missing Wires H. i. Cracks 0. Otiher (Explaln)B. Missing Button Heads I, Pitting C. Prolruding / Unseated Wres J. Nicks, GWges. Mechankial Damage D. Broken Wires K Uneven Slum.Stack E. Corrosion L Excesslve Shfim Gaps F. Olher Corrosion M. Gasket Sealtng Surface Damage G. Evidence Of Free Water (Quantlf!) N. Surace Olsconnuhities, Deffections Suplemental ln'ormalion

]I Sketch VdPhotO LiVideo Li Results: Acceptable Eyes E]Nol EXAMINER/EVALUATOR

.. -," W61. a 6.-' LEVEL, DA -01.STATION/ADMIN REVIEW DATE "/is oi (Prm-lg DAT S/This section to bec only ifExamrner/Evaluator notes RI or Unacceptable condition. RI or unaAcceptable E] Yes No'Additional Actions: CArdon Rqaugstý Wmko~*Oer. issu Re it ec.lhtle orie ______________________ LEVEL Ill or RI REVIEW (as appkbe /tCT ANEI REMNj as, :a cale DATE: Page.__ of _ TM-N 1043: APPENDIX A Revision 0, Page 88 of 350 ER-AA-335iO018 ...Revision 5 I.ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visualior 1V -IVisual Examination NDE Report.Pae I of(I Ii J I Station: Unit: ( Date: .Report No:;WO No(s).: Tendon Anchorage No.-: Tendon End:'l Shop [N FleldýLocation:- Tunnel, Gallery, Buttress: 7 Elevation: Bearing Plate I.D.: u,^AL.4/,.k Bearing PA ead I.D. uhl Ex aniye D V- Type Of Exam: 93Direc f' Rjn7mote AS Found:Exam E)As Left Exam Following Retensioning Of Tendons Which Have Been Detentioned Deslgn Drawing(s) PAS S Visual'Aids: !ý., -- -M&TE Test U~~C U oSao Cal., Due Oate: v'lUlumltnetion Used- fjl 1 nhL llmidnation Vei-ried: Dale: ý 1J~2 9 im:qAi Special:! Specific Instr~uctions:,.

f. ,.. .. , Component I Item Numberdd RESULTS Explanation I Notes Desclption Nnd N! Ri TYPE I1O (Sketch Shall Be Attached Depicting Location O1All.Missng, Protruding, Unseated Wires)-Resu~lts -Legend: NI- NoIndicaions.

RI -Reoordable Indcation. 10- InformatlonOnyl Recordable Indication Type Codes: A. Missing WVres- H. Cracks 0. Othe' (Explain): b., MissingButton Heads I. Pittitng C.. Protruding ! Unseated 'Wres J. Nicks,.Gouges,. Mechanical Damage.D. Broken'Wres K. Uneven 8him Slack E. Active Corrosion L Excesi ShIm Gaps F. Other Corrosion M. Gasket Damage d. Evidence.Or Free Water Quantfy) N. Surface- iscontinuitis, Deflections suop~lereta )torato ; YsEN llOt Other(Debscribe): --- ' y ' Results:..-Accetqb1_.p ZY Elsl_ a V, EXAMINERIEVALU i .."______'ig LEVEL, DATE: -STATION/ADMIN REVIEW , (Print SDgn) 10 This section tobe co dnly if ExamlnelEvatuator nOtes RI. or Unacceptable condition. RI or Unacceptablesuscpb 1fYes C] No Additional Actions: (A i WanrRec ,k Ord. I,'ssaue Reo2 icý. lInitlated for Corectlve Action)LEVEL II or RI REVIEW (as p,,/4........... .)DATE: ..ANII REVIEW ý-ýýbapptatj , _____________ DATE: _____4.1'I..!/ TM-N 1043: APPENDIX A Revision 0, Page 89 of 350 I.I ER-AA433501 8, Revision 5 Page 31 of 32 , II ATTACHMENT 6 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-i Visual Examination NDE Report Paal I of 1 Stlao:, Unit: 1 Date: Report NoIl3 WONo(s).- 75,-( [Tendon Anchorage No.: ." Tendon End:. Shop ..[Field Location: Tunnel, GalIery ue .leaIon: Bearing Plate I.D.: AD&&Bearing Plate I.D.. Anchot Head I.D. A,7 ... Bushing D. "_,__" Exam Type: DV VT-i Type Of Exam: MDirect E3Remote f9 As Found Exam El As:Left Exam Following Retensioning Of Tendons.WiIch Have BeenýDetentloned Design Drawinj(s) iti, Visual Aids; Wcw.,z.-M&TE-!Used: ...JaTesl.Card UTC or sealW No.. "/j.: Cal,.u Date: Wr, II IlluniInatlon Us~ed_ F/ ' Illumination Vet fled ,Special I.Specillic .nstructiong" I A w.e- ...Component / Item Number and RESULTS Explanation Notes Description Ni, RI TYPE 1 0 (Sketch Shaft Be Attoached Deplcting Location OfAll I

• Missing, Protruding, Unseated Wres)ResuGs Legend: NI -No Indications RI -Rdcordable inqIcation 10- Information Only Recordable Indication Type Codes: A2 Missing Wres .H. Cracks .. O. ther (Eyplain)a. Missing Button Heads I. Pitting C. Protruding f Unseated Wres J. Nicks, Gouges, Mechanical Damage D. Broken Wires K Uneven Shim Stawk E. Active Corrosion L. Excessive Shim Gaps FK Oiher Corioslon M. Gasket Seating Surface Damage G. Evidence Of Free Watert.(Quanlity)

N.- Surface Discontinutlles Deflecllons Supplemental Information

. kYes LiNo [I Sketch VjPhoto .... deo Le Other (Descibe):

Results:. Acceptable -Yes ..EXAMINERIEVfALUAT R ýj z a- EE..L(Pnt & S gn. W_ -,= I LEV... ... DATE.STATION/ADMIN REV/IEW -.c-- DATE 3/i"A , (Prnt &Sign) DATE /.511.This section to, hp onI doly it ExamIner/Evaluator notes Ri or Unacceptable condition; RI or Unacteptableýu1tA bi) ptable 'Yes ID No Additional Actions: (Action Request, Work Order, Issue Report, etc. Itjt sed for Co,(.ecilOActoop. LEVEL III orI R REVIEW (as ap pbqe-",I DATE:. LL2. -ANil REVIEW(osa!appics) .... DATE: *Page of TM-N1043: APPENDIX A Revision 0, Page 90 of 350 J J ER-AAr33P,018 Revsion 5 Page 3.1 of 32L ATTACHMENT 5 ASME !WL (Class CC) Containment Tendon Anchorage DetailedVisual or VT.,i VisuaI Examination NDE Report Pase 1 of, I'I Station: / Phil Dale: lvq/!- a Report, No: WO. No().:. g .Tendon Anchorage No.:: .,50 Tendon End:- E Shop Field Location: Tunnel, Galleryl 1 Elevation: Bearing plate b.0. rT'., Bearing Plate ZD .AnchorHeadIJ.D. qe26. Buhng .D /Exam Type: E DV HVT-1 Type 0-As Found Exam Q As Left Exam Foliowing Reterisioning Of Tendons Which Have Been Detentioned Design Drawing(s) s ., 4* .Visual Aids: iMe.AJ4 M&TE Used: Test Card UTC:or Serial No. .Cal. Due Date:."/#/ ___lluminatlon Used ,c/ f, IllumIna..ion Verified: Date: , 0 Time!,: &o 4M Spec~iali SpecificcInstructiOr a: ._____________ ___-____________________...____ Component/ Item Number and RESULTS Explanation I Notes Description NI RI TYPE 10 (Sketch Shall Be. Attached Depicting Location 0'AIl Missing, Protruding, Unseated Wres)TeAd0AS A~d8A 3E~ (0rAd 4~ Vf0A4. 4N&;VS' .P w-ra 1065b ,4ire%*s 4t PO A -#~~v~R( 9idV R esults Legendi: .. ...... ........... ...RslsLe: NI.- No Indications RI -Recordable Indication I0- Informat~on Onlf I Recordable..ndicatton Type Codes: A Missing Wires I+. Cracks 0. Other (xplain)'B. Missing Button Heads I F Piting C. Protruding / Unseated Wires J. Nicks, Gouges, Mechanical Damage 0. Broken Wfies K. Uneven Shim Stack E. Active.Corrosion L Excessive Shim Gaps.F. Other'Corrosion

M. Gasket Seating Surface Damage G. Evidence Of Freo Water (Quantify)

N. Surface Dlscontinuitlesi Deflections Supement'a i nformatiion.:

s. Sketch fMPhoto L0"Video i- Other (Describe):

Results: Accepable .. Yea .N.EXAMINEE.L ATMC& ki LEVEL .Z DATE STATIONIADMIN REVIEW DVAATE 3lS o (Print & 6ign), D This.section to be only If ExaminerlEvaluator notes RI or Unacceptable condition, RI or Unacceptabl lt Acceptable 9 Yes 0 No Additional Actions: (Ac..n Request, M;01der, Iisuo Repqd,'tc. Ini Colard iorColve -,-_-LEVEL III or RI REVIEW (asIcabs i " ./"'4.f. -ATE:/,/ ., /ANII REVIEW(as .. .... DATE: Page of _1 TM-N 1043: APPENDIX A Revision 0, Page 91 of 350 ER-AA-335-O18 ReviSion 5 Page 314of32 ATTACHMENT 6 ASME I'EWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual Examination NDE Report.Page 1 of1 I % Unit: .1 DaIe://,-r'4.... Report No: WO No(s): "R=WO '7.f5*/ Tendon Anchorage'No.:!=//r/. ,p .. Tendon End WShop Field Location: Tunnel, Gallery,1 Elevation: Bearing Plate I DO.* v- ,, .4 re-Bearing Plate I.D4 Anchor Head Bushlnl Elam Type: U ODV L.IVT-l Type Of Exam: fklDirect LjRemole k9 As Found Exam " TAs Left Exarn. Following Reteansloninr Of Tendons Which Have Been Delentioned Design Drawing(s) Visual Alds:fde#M&TE Used:9 -.Test Card UTC,orSerial No.A#/, Cal. Due Date: ...Illumination Used I Illumination Verified: Date,'/-.-'p Time:pto jo Special 1 Spe cirid Instruction s- ....Component I ItemNumber and ' RESULTS Explanation / Notes'Descriplion NI RI TYPE * (Sketch Shall Be Attached Depicting Location O All Missing; ProdtrUding, Unseated Wires)Results Legend: NI -No Indications RI- Recordable:lndicatlon 10 -informatlon.O.ly Recoidabfe Indication TypeCodes: A MissIn§ Wires RH Cracks 0 Other (Explain)B: Missing Button Heads I Pitting C. Protruding I Unsealed Wres J. Nicks. Gouges. Mechanical Damage D Broken Wires K. Uneven Stalin Stack E; Active Corrosion I. Excessive Shim Gaps F Other Corrosion M, Gasket Seating Surface Damage G. Evidence OfFree Water (Quantlfy) N. Surface Disconlinuities. Deflections SuIppolemental Information. Yes No L.RSketch LIPholo ElVideo 0,01her(Oaescrib): ....Resulls; Accepta~e:. .ElNo ... .T- ..EXAMINERIEVALUATOR .P LEVEL ZE DATE STATIONIADMIN REVIEW .(\DA ,L. IS .n) DATE'This'sectlon to only if ExamlnerlEvaluator notes RI or Unacceptable condition. RI or UnacceptabldresulltsAcceptabIe [aYes E]No AdditionaI Actions: iAction IAeguesi. War), Ordei Isssq Ropom. etc. tisha 5!sf oitcl~va Agtta____LVLIIor RI REVIEW osnhato3d4 '9 D : ANII REVIEW (as / =---e __ DATE: Page -of.) TM-N1043: APPENDIX A Revision 0, Page 92 of 350 ER.AA-335-01 8 Revision 5 Page 31 of 32 j I ATTACHMENT 5 ASMEIWL (Class CC) Containment Tendon Anchorage Detailed Visualor VT-I Visual Examination NDE Report Page I of 1I Station: , Uniti j Date:../'/2- ReportlNo: WO No(s).: I 4, 75,/ Tendon Anchorage No.: i'./-r Tendon End: O'Shop E] Field Location:

Tunnel, xtwr. / Elevation:

Bearing Plate I.Bearing Plate I.D.do,,, ,, Anchor Head I.D. /oz'7 Bushing ..D.6,' -R't Exam Type: [] DV Type Of Exam: iWDlrect L'Remote.iL As Found Exam [] As Left Exam FoIlowlng Retenribning Of-Tendons Whichiave Been Detentioned Desinw Visual Alds:'e_M&TE ' Test Card. UTC or.Serial No. w,4 Cal. Due Date:". I Illumination Used .Illumination Verifled:.D.te.,Ad .Time:Da t, Special I Specific Instructions: J i Component / Item Number and RESULTS& Explanation I Notes Description NI RI TYPE iO (Sketch Shall Be Attached Depicting Location OfAll Missing Protruding, Unseated Wires)ReSults t~egend: : R NI -No Indications RI -Recordable indicalion 10 -Information Only I Recordable Indication Type Codes: A. Misuing Wires H. Cracks 0. Other (Explain)B. Missing Button Heads I. Pitting C. Piotruding / Unseated Wires J, Nicks. Gouges. Mechanical Damage D. Broken Wires K. Uneven Shim Stack E. Active Corrosion L Excessive Shim Gaps F. Other Corrosion M. Gasket Seating Surface Damage 0. Evidence Of Free Water (Quantlly) N. Surface Discontinuities, Deflections Supplemental Information: [_Yes IANo El Sketch []Photo EIVideo EL Other (Describe): Results: Acceptable [oYes ..No.I EXAMINER/EVALUATOR ,K /A 4 (Punt & Sign) --,&" LEVEL 7 DATE L/t ...STATION/ADMIN REVIEW x ~ s--.DT 1/C dPrni & Sigpn)-Z.! SDT I This section t~pjm.cajnjpi only If Examiner/Evaluator notes RI .or Unacceptable condition. RI Or Unacceptable e~ults.SJ ab Ye ayes ElNo Additional Actions: (AItion Request% Work Order, Issue Rbpn, etc. initiaed for c(Qe Acion)..LEVEL III or RI REVIEW (as aplica a% / , -ANII REVIEW (as applicable) / DATE: Page -of TM-N1043: APPENDIX A Revision 0, Page 93 of 350 it/ER-AA-335.-018 Revision Page 3.1 of 32 ATTACHMENT'5 ASME IWL (Class CC) COntainment Tendon Anchorage Detailed Visual or VT-I Visual Examination NDE Rep6rt, Page 1 of I I Station: Unit: ) Date: -2f -.Report No: WO2No0s).:&7 57 S " Tendon Anchorage No.: 1 4 Tendon End: t] Shop CiRFkld Location:

Tunnel,

.Elevation: Bearing Plate 1.0.: Djv4jg Bearin Plate Anchor Headl.D. .. Bushing VD.0 -Exam Type: Dv NVTA ' Type .1rect LRemote* As Found Exam, As Left Exam FolldwIno Retensioning Of Tendons M'nich Have Been Dotenhioned Design Drawlng(s) P -w Visual Aids: , -M&TE Used: Z / -,,O ATest Card UTC or Serial No. M" Col. DueoDate,: N $iVT Illumination Usedl F i i " iiumination Verified: Date: ,. V -44 .Time:7;3Q _4M Special I Speci'ic instructionts: AO-Component / Item Number and .. .. RESULTS Explanation / Notes Description NI RI TYPE I (Sketch Shall Be Attached Depicting Location Of AJl Missing, Protruding, Unseated Wres).Afkt~AqeA5E eopqoi+3A 0 ISPI.# 6&i"u~o 44A -'0.50 F~i,1& F-,A_Resu;ls Legend*NI- No Indications' RI -Recordable Indlcation 10- Informaon. Only Recordable Indication Type Codes: A. Missing WVires H. Cracks 0. Oihor (Explain)8, Missing Button Heads Ii Pitting C. Protruding / Unseated Wires J. Nicks, Gouges. Mechanical Damage D. Broken Wtres K Uneven Shim Stack E. Active Corrosion L. Excessive Shim Gaps F. Other Corrosion M. Gasket Seating: Surface Damiage G. Evidence Of Free Water (Quantify) N. Surface Discontinuities, Deflections Supplemental Information

ýYes _IN0 Li Sketch MPhoto LIVildeo U Other (Describs):

Results: Acceptable tYes [.No I EXAMINER/EVALUATROR (prInt a h~l/. 9_ LEVEL _DATE -,;STATION/ADMIN.REVIEW .(PrNit a Sign) Lsira L DATE 3 (i i _This. section. to leteonly If Examiner/Evaluator notes RI or Unacceptable condition, RI or Unacceptable , Acc. tAe!qae j Yes 0 No Additional Actions: I Moon Reauosti Work Order. Issue Revort. eW Mated fo Coaci A .LEVEL Ill or RI REVIEW (api -. ./,c-., QKOATE: ja Aw,/ -- -_-.ANII REVIEW (as DATE: Page _of TM-N1043: APPENDIX A Revision 0, Page 94 of 350 ERlAA-3'35-018 Revision 5 Page 31 of 32 I J ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual Examinatton NDE Report Pae I of I I-..#Station: 71t% Unit: I 0ate:/-42'9 Report No:. .WO, No(s).: gR 0 O4 7 .. Tendon Anchorage No,: If,e--#', Tendon End.'-],Shop R Field Location:. Tunnel, Galleq 5" Elevation: Bearing Plate LD ," wr --.Beorin I lt DeADredr Anchorl-eed tO.D.t Bushing; 1.0. v/Ot.Exam Type: C] OV ^VT-i Type' Of Exam: 120liect [:Remote 0 As Found Exam ..As Left Exam Followin Retensioning Of Tendons Whilch Have: Been Detenlioned Design ODravAng!(s) Visual Aids'over Crd UTC or Serlal.No.' ... .Cal. Due Date: Illumination Used Illumination Verified: Date:&b//--P2 Time: ./our'Special I Specific Inslructions:. !, _, _ -__...__. ......."Cormponent / Item Number and RESULTS Explanation I Notes Description NI... RI TYPE Il (Sketch, Shall Be Attached. Depicting Location 01 All Missing, Protruding, Unseated Wires)Resuls Lcgernl: -_ ____NI -No Indications RI -Recordable Indication 1O- Information Only I Recotdable Indication Type Codes: A. Missing \ires H. Cracks 0. Other (Explain)B. Missing Button Heads 1; Pitting C." Protruding f Unseated Wires J. Nicks. Gouges, Mechanical Damage 0. Broken Wires K. Uneven Silm Slack E. Actve. Corrosion L Excessive Shim Gaps.F. Ofter Corrosion M. Gasket Seating Surface. Damage G. Evldence Of Free Wate!e Quantify} N. Surface DiscontinuiUes,'Deflections ýui..oental Information UYes~etUhoto [.vide0 L Other (Describe): S. -.. .- Results.A eptle. -o ..-EXAMINERJEVALUATOR STATION/ADMIN REVIEW'wPrinri gni- .. sip). DATE 3(i-Lj o ,_ , This section tb .eted-only If ExaminerlEvaluator notes RI or Unacceptable condition. RI or Unacceptable t ls.cceptable) OYes [ No Additional Actions: (Action Reiest. WaorkýCrder, Issue Repor. eln edt C LEVEL III or R' REVIEW (as _abla DC,'6.\DATE: A/ .___ANII REVIEW _ DATE Page __ of__ TM-N1043: APPENDIX A Revision 0, Page 95 of 350 I ERrAA-335-018 Revision 5 Page 31 of 32./I ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual Examination NDE Report Pane I of I Station: 'rW Unit: f DaTe: g. /p. Repor No: WON0(s).: g ;47',. ... TendonAnchorage No.: ( t"j Tendon End: JD Shop 0-FIeld Location: Tunnel, Gallery, Ct -Elevation: Bearing Plate I.D.:./,AMAU_. L Beidng Plate I.D. Anchor Head IjD. q+"-4 jq5,- 9 Bushing I.D. 924'Exam Te: DV -1 Type Of Exam: ,DIrect l Remote As Found Exam As Left Exam Following Retensioning Of Tendons Which.Have Been.Detentioned Design Drawing(s) P5-7Z.. Visual Aids: , MTE Used:,nA 0 Test Card r.Ser .CaI. DUo Illumination UId ./,,/' 6(, Illumination Veuifled:" Date: .Time..' .,;Spedal ! Specific Instr.ucti.ons: I Arove, .Component / Item Number and RESULTS Explanation I Notes Deskriptlon NI RI TYPE 10 (Sketch Shall Be Attached Depicting Location Of All Missing, Protruding, Unseated Wires)&44ie- /s 5 -Aop C.'jd Results Legend: NI -No Indications RI -Recordable indication 10 -Information Only I. .Recordable, Indication Type Codes: A. MissingWires H1: Cracks 0. Other (Expalan)R. Missing Button Heads !, Pitting C. Protruding I Unseated'Vvres J. Nicks, Gouges, Mec, anlcal Damage D. Broken wires K Uneven Shim Stack'E. Active Coroslon L Excessive.Shim Gaps F, Other Corrosion M. Gasket Seating Surface Damage G. Evdence Of Free Water (Quan!fy) N, , Surce DIsonUt!ines, Supplemental information: .No L Sketch i Photo C]Video [LOther (Describe):. Restigs: AC4C~tablj YeI Ie________ EXAM/NER/FVALUAT QR ., (Mnrt&stan) W.oK&,lIe LEVEL DATE. *STATION/ADMIN REVIEW (PInt &a si) ... ...." DATEý .(If"_This section ofnly if Examlner)Evaluator notes RI or Unacceptable: condition. R1 orUnacceptable Acceptable i Yes El No Additional Actions:_LAction Request, Wark Otler, lissue Report. etc. InItiaed for Co'ale o -, LEVEL III or RI.REVIEW Las applcab "_4eY) -,,, 7//;? /. -LE__ _ ._ ..(app.iabe rr..__ANII REVIEW (as applicable DATE: Page -of.4 TM-N 1043: APPENDIX A Revision 0, Page 96 of 350/I ER-AA-335-018 Revision 5 -Page 31 of-32 ATTACHMENT 5 ASME IWL (Class- CC) Containment Tendon Anchorage Detailed:Visual or VT-1 Visual Examination NDE Report Paae'l of I/I Station: 'Unit: Date: -Report No: WO No(s).: I k 7-,5 Tendon Anchotage, No.: Tendon End: 0 Shop FField Location: Tunnel, Galleryn 2. Elevation: BearHng Plate- O..: TI_Bearing Plate I.D. vM/,= Anchor Headl.0. I Bushing I.D. /A Exam Type : OV 1VT-i Type Of Exam: oDirect r-Remote 0 As Found Exam [. As Left Exam Following Retanslonlnq Of Tendons Which Have Been Detentioned Design Drawing(s) -ps .Visual Alds:.,/" M&TE Used:$,ýk A,2didt. Test Card UTC or Serial No. / Cal. Due Date: TV 'Illumination Used a4, Illumination Verified: Date: '-&-Oc Time:.1; ,A , Special / Specific Instiructionrs: A lame-Component/ Item Number and RESULTS. Explanation I Notes Description NI RI TYPE 10 (Sketch Shall Be Attached Depicting Location Of All Missing, Protruding, Unseated&Wins) -,1A ceq :4NJ W k~oVAg e, Results Legend:.NI -No Indications RI -Recordable Indication. 10 -Information Only Recordable Indlcation Type Codes: A. Missing Wires H. Cracks 0. Other B. Missing Button Heads I; Pitting Ca Protruding I Unseated Wires J. Nick'Gouges, Mechanical Damage D. Broken Wres K. Uneven Shim Stack E. Actve Oarosion L.' Excessive Shim Gaps F. Other Corrosion M. Gasket Seatlng Surface Damage G. Evidence Of Free Water. QuantEiy) N. SurfaceDIsconlfnuilles. Deflections ........ ..Supplemental Informationl: l[jYes LSketch F Photo LjVideo El Other (Describe),: Results Ace table .es No o EXAMiNE/EVALUATOR ,.... I LPg tas(gn) a n _/ '. LEVEL DATE 'STATION/ADMIN REVIEW -. ,,DATE ;( .I (.-. DATE 10)This section to ole dnly If Examiner/Evailuator notes RI or'Unacceptable condition. RI or Unaccepta~ble4f ut Acetal Yes! 0 No Additional Actlions: (Action Request, Work Order. Issue Roport. etc. Initiated for ctlve.Actdon. LEVEL III or.RI REVIEWa' ..... .A;,,c' .(?' , DATE: ,i',.l 2,]2L I ANII REVIEW (as applicable)1 DATE: Page Of TM-N1043: APPENDIX A Revision 0, Page 97 of 350 l l/ER-AA,335-0118ý Revision 5 Page 31 of 32 I ATTACHMENT 5.ASME 1WL (Class CC) ContainmentTendon Anchorage Detailed Visual or VT-I Visual Examination NDE Report Page1 of I*I.WO No(s)", 7! Tendon Anchorage No. V: / Tendon. End. 0 Sh~p Field Loctin:" Tunn Galleryi Buttre~s: Elevation: { ,om

..... : :Typ~e-OfExamq:,ýD()ect

... ......EnAgon konE~lf Re'tbnslo~ning2.Of T en'dons !20 Hav~e 1366n Detentl'ored' if..-.inati.n .s 4lfum linatlon IeA l d' -a e :I.w , j , Tim e: 7 ," .414 Descriptlin ..N RI'TYPE 10I (Sketch Shall Be Attached Depicting Location OfAIi Missing, ProtrudInt, UnseatedWires)-Fr'0jVjAJ A$,Lk,,t40A 6Aop/To,'p e'.'d Results Legend:, N. Noilndicationsl RI. -RecordabIeindicatlon 10- Informatlon Only ReCordable irlicationType Codes: K\ MissingjVWres " H. Cracs. 0. Other (Explain)B. Missing uttn Heads L Pitting C. Protruding IUnseated Wires J. Nicks, G6uges, Mechanical Damage 0. Broken Wies" K. UnevenSI ShlmStac E. Active Corrosion L Excessive Shim Gaps F. Other Corrosion MK Gasket Seating Surface Damage G. Evldence Of Free Water (Quanti .N... Surface Discnttinules, Deflections Suemenal n 1 ketch Phott Llode r0(Dbscilbe): EXAMINERIEVALU T R ipr_____S__________o LEVEL, f DATER/5 r-A STATION/ADMIN REVIEW 'k / 1 .7'(Print & Sipn) DATE....:This section to bL_ 'I'te~ony if ExamIner/Evaluator notes RI orUnacceptable condition. RI or Unacceptabiqresul(tsAcceptabI6) R' Yes [G]NoP Additional Arcions: (U n Requst, Work Order. os,-8Repbosc.,jIenfiaI forComu LEVEL, III or RI REVIEW bA'a- a~) E "'; 1fP 7 r ANII REVIEW yucatb!oi DATE: Page _ of TM-N1043: APPENDIX A Revision 0, Page 98 of 350 f ER-AA-336-01 8 Revision 5 Page 31 of 3 1, I ATTACHMENT5 ASME IWL (Class CC) ContainmentTendon Anchorage. Detalled Visual or VT-I Visual Examination NDE Report Paael -f-1 I I SainUni: Date: ~.. ~5Report No:, w... A Tendon Achorage No y I Tendqn End: EJ Shop .I Field-Location: TunneloaIlery gutltres: Elevation. Bearing Plate ID.: Seeatn~a to :.0. Anchor Head !, .. BushingL.ýp Enni.Type!:: U DV WVT-ýl .....r" ype O: -Exam-:, l [ORemoto "'i As Found Exam As Left Exam Following Retensioning Of Tendons Wbich Have"Been !Dtenfioned Desahrawin ..VisualAids: , M&TE Used: dut _Test Card UTC or Serial No. Cal. Due Date: NA" 1iliun6iation l 4t, i. umination Verified: 0Date:- .7Tie.* .Spetlal.:iSpecfic Inslructions: __ __ __' _ __ "_' _ .............. _Componendtitem Number and RESULTS Explanation INotes 0asciptilon KW RI TYPE 10 (Sketch Shall Be Altached Depicting Localion Of All Missing, Protnidlng, Unseated. Wires), Re'suits Legend: .. .... .Re' Itils eprd:NI.- No Indications RI -.Reoordable indication 10-1informatlon Only.RecordableIndication Type Codex::&A Missing Wre .H. Criack .. Other (Explain). £3. Missing Button Heads I. Pitting C. Protruding I Unseated Wires J. Nlcl~s, Gouges, Mechanical Damage D. Broken Wires K. Uneven 8h1mSlack. E. Asctioosiont L Exl o re nhtm Ga s F., O6her Corrosion ks Gascpet Seating Sttfl: Damage Addi. Etweioon Free Wacei (QUonl s. Su:ace,0sconosnui:les DeeonOnssýupental Informatfon

s Yes or N etc. In0 Aeclhoto .DViddo U_ Other(1_ sbcr 'r. ......_ _...........

Results: 6mtable OYes : P/ :.. o_ _-;- L sL E ioN/Apii lN REVIEW .-( ib L- 1% " "" / "-:.(piviiSint)) E... s. 0¢-.,_.1,ý1,.: " DATE S j 6 TfIls sec-fion,to býecaon'mIlt'd ly if ExamlnterlEvaluator notes R! or Unacceptable co nditltirn"... RI or W Y3 ....... ....Additional Actions: -.--* {qAbonoý_R Libst. Order. Issue Roood. etc. Co~rtw lve AdIlon LEVEL III or RI REVIEW (6, a 0 ANII[REVIEW (as plicabý) DATE: Page of TM-N 1043: APPENDIX A Revision 0, Page 99 of 350 I ER4AA-335-018 Revision 5 Page 31 0f 32 I ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-1 Visual Examination NDE Report Paae 1 of I I I Station: b/JUnt ate: ~.;~.j~Report No: WO No(s).: A z Tendon Anchorage No.: ... Tendon End: f2 Shop El Field Location: <ýj Gallery, Buttress: Elevation: Bearing PlateIDs, , /Bearin Plate I.D. Anchor Head I.0D. 13 i Bushin_.D /0."_Exam'"Type: 'DV M" TypeTOf Exam iirect -JRemote As Found Exam As Left Exam Following Retensloning Of Tendons Which Have Been Detenlioned Design DOawing(s) Visual Aids: owd M&TE Used:l4 § Test Card UTO or Serial No. Cal. Due Oate:,N Illumination Used 1 IlluminatIon Verified: ', Date:& Time:'7;AM Special/Specific Tnsmuc'ios. ..Component / Item Number-and RESULTS Explanation / Notes Description NI RI.TYPE IO (Sketch Shall Be Attached Depictirig Location O All Missing, Protruding, Unseated Wires)AN 4.pA 5 e, etom~jewu4AJ -P./eA~ad O Resu~ts: Legenld:, NI -No Indications RI -Recordable Iniceation 10- information Only Recordable Indication Type Codes-A. Missing Wires H.. Cracks .. Olher (Explain)B. Missing Button Heads I. Pitting C. Protruding / Unseated Wires J. Nicks, Gouges, Mechanical Damage D0 Brokenh Wites K Uneven Shim Stack E. Active Corrosion L. Excessive Shim Gaps F. Other Corrosion M; Gasket Seating Surface Damage G. Evidence Of FreeWater (Quantify) N. Surface Discontinuities DefIedlons. Supplemental information ý. 1Yes EJNo. []Sketch Evideo f Other (Describe): " : ~~~Results: Acceptabl )Yes q ---EXAMINER/EVALUWATOR (Pnt Sni_, 4wl flcb J3 LEVEL ,..DATE ...STATIONIADMIN REVIEW DATE 3 l's _ _T his section t .be if Examiner/EvaluatOr notes Ri or Unacceptable condition. RI or UnacceptabI results Acceptabje Yes 0 No Additional Actions: (A...on R..uesl, WOrk Order, Issue Rerod, Me.. Initiated ror Corelhe Ache LEVEL III or RI REVIEW(as applicable) 7 ,-- 4Q4/;wK'C' A T E:/2~ Ic?4r __ANII REVIEW(as ppicable) .DATE: Page of I TM-N 1043: APPENDIX A Revision 0, Page 100 of 350/I.ER-AA-3356-01 8 Revision 5'Page 31 of 32: ATTACHMENT 5 ASME I WI (Ciass, CC) Containment Tendon.-Anchorage Detailed Visual or VT-1 Visual Examination NDE Report Pade I of 1 I Stton:Ui: ae Report No: WO No(s);: o ,- I? g 0 3 5 1 Tendon Anchorage No.: V," = Tendon 6nd: I Shop []Field Location: Tunnel,4 : Buttress: Elevation: Bearing Plateol.D ". /c,.t Bearing Plate I D. AnchorlHead ID. 16, 7" Bushing I.DR.wA Exam Type: L DV V'T-r-1 Type Of Exam: VgDirect LiRemote[9 As Found Exam -]AS Left Exam Following Retensioning Of Tendons Which Have BeenDetentloned Design DrawIng(s) Visual Aids: ,A/,0.4ND M&TE Used: R. 0'" hr j Test Card UTCor Serlal.No .Cal.Due Date:AA C illumination Used FlA'%fl.W

• .Illumination Verified!

Date: ! a. / '/'Speciali Specific Instructions'. _Component I Item N umber and RESULTS Explanation Notes Description NI RI TYpE jO (Sketch Shall Be Attached Depicting Location Of AlI Missing, Protruding. Unseated Wires)CAWAS Results Legend: NI-ý No indications Ri- Recotdable Indication 10- Information Only Recordable Indication Type Codes: A. f I bssing Wires H. Cracks 0. Other (Explain)B. Missing Button Heads I. Pitting C.. Protruding IUnseated iVres J. Nicks, Gouges, Mechanical Damage D. Broken Wres K. Uneven Shim Stack E Active Corrosion L Excessive Shim Gaps F. Cther COrrosion MK Gasket Seatng*Surface Damage G. Evidence Of Free Water (QI.anlliy) s N. Surface Discontinuities, Deflections Supplemental information: []Yes i] Sketch L]Photo LIVideo [Ui Other (D'escrfibe): Results: AcceptOble 1Yes f[N EXAMINEP, ALUU,.T 4 LEVEL ,DATE.9 ,." (Pri _.&.Ss 2,) :,.u.o STATIONIADMIN REVIEW DATE d SiiO ___(Print i Sgn) ., ,, This section to bemd only If Examiner/Evaluator notes RI or Unacceptable condition. RI 'or Unacceptabw e-suIts Acceptable ) -Yes E] No Additional Actions: (Aco Reuest. rk Order, Issue Rmort. etc. nitiatedj or COM 4pl$l LEVEL III or RI REVIEW (as OPplicatge) 4 Q 4 1 ?iAE '4~ ~~-ANII REVIEW (as applocablo) DATE: Page of TM-N1043: APPENDIX A Revision 0, Page 101 of 350 I ER-AA,43"-O1 8 Revisioni5 Page 31.of32 I j ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual 'Examination NDE Report Paae 1 of I'I I 1 Ustation: 'nit:: Date: Report No: WO No(s).: S5Tendon Anchorage No.: I., Tendon End: R1 Shop 0 Field Location: .nne Gallery, Buttress: Elevation: Bearing Plate ID.:U,,4/e D /l Bearing PlateI D. Anchor Head I.D. t Bushin!o. 5"o0 Exam Typb: I DV -VT-1. Type Of Exam: 4KDirect UiRemote_t@ As Found Exam As Left Exam Following Retensirning Of Tendons Which Have Been Detenlioned DeSign Drawing(s) Visual Aids: M&1'rEUsed: -., Vl./ TestCard UTC or SeralNo. "/A Cal. Duo Date: tA I Illunmination Used g'/Ajh ---- Illlumlnalion Verified: Date: ..Time: 7.; A , .,Special)I Specific'Instructloia, VA).Component / Item Number and RESULTS Explana ionINotes Description NI RI TYPE 1I (Sketch Shall Be Attached Depicting Location Of All Missing,. Protruding, Unseated WWris)-Results Legend: NI -No Indications RI -Recordable Indlcation 10- Information Only_ _ _ Recordable Indication Type Codes: A, Missing Wires H. Cracks 0. Othor (Explain)B, Missing Button Heads I. Pitting C. Protruding / Unseated Wres J. NIcke. Gouges, Mechanical Damage 0. Broken Wires K Uneven Shim Stack E. Active Corrosion L. Excessive Shim Gaps F. Olher Corrosion M. Gasket Seating Surface Damage G. Evidence Of Free Water (Quantify) N. Surface Dlscontlnuitles, Deflections SupplomentalInformation " Yes IrNo ISketch )hoto E]Video LI other (D:scrib ....EXMINERJEVALAUITUR eusA1ej( Le t4, si

• LEVEL _.1-- DATE --STATION/ADMIN REVIEW to_(~&SG) ..,g, , ....DATE-_36211"0

_(P09 co I d f xm nn)~lu This section to.e cornleted only If ExamlnerlEvaluator notes RI or Unacceptable condition. orUnacceptabesultsAcceptable ` j, Yes LI No Additlonal Actions: Mion Raniiesi; Wbik Wrey. issue Reot etc.____Initiated_____for,________________ LEVEL III or RI REVIEW(as appaca 6 ATE:,T $9 AqIII REVIEW(as apocable) DATE: Page .of,_ TM-N 1043: APPENDIX A Revision 0, Page 102 of 350 I ER-AA-335-01 8 Revision 5 Page 31 of 32 I ATTACHMENT5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visuaalor VTI 4 sual Examination NDE Report Pang , of I I I Station: Unit: Pate* Report No: WO No(s).: / Tendon Anchorage No.: V-' 6 Tendon End:; Shop 0 Field Location: CTnneI Gallery, Buttress: Elevation: Bearing Plate )D. b .e, 1-o , Bearn Plate I(.O Anchor Head .D. ", Bushing i.D. ,5!2 Exam Type: LDV VT-1".. Type Of Exam: ilRemote ,[}As Found Exam 1As.-Left Exam Following Retensioning Of Tendons Which HaVe Been Dete'nioned Design Drawing(s) Visual Aids: IV6,AQl-M&TE Used: : {,Test!Cdrd' LIC or Serial No. Al'4 -(a'l. "Due 'Date: Atl"k'I Illumination Use dZ,4,-.; "... .illuminatiton Verified: ' Date: o,,.2 3,.:.. ib.-;7//'Component/Item Number and RESULTS Explanation / Notes DescriptiOn NJ RI TYPE 10 (Sketch Shall Be Attached DepiCting Location OfAII Missing, Protruding, Unseated Wires)~- to~ ~ A~ ~ w V-9q iop/T o Results Legend: NI-. No IndicaUons RI -RecordaUe Indication 10- Information Only......__Recordable Indication Type Codes: A Missing Wires H. Craicks 0: ýOther (ExpTnin)B. Missing Button Heads: I. Pitting C. Protruding / Unseated Wires J. Nicksi Gouges, Mechanical Damage 0. Broken Wres K. Uneven Shim Stack E. Active Corrosion L Excessive Shim Gaps F. Other Corrosion M. Gasket Sealing Surface.Damage G. Evidenc Of Free Water{ uantify) N. Surface Oiscontinuities Deflections S enetalnSketch iIPhoto IVdeoser(Dscribe): Results: Acce be I]No EXAMINER.EVALUATQR. ,, 2. /"...

, _ -, LEVEL 1 DATE {STATION/ADMIN REVIEW ..D- r TOM~n & Sign) 'eZIi ... \-DTE V r 0 This section to-Rcgtq.

daQJhJniy if Examiner/Evaluator notes RI or Unacceptable condition. RI or Unaccepitablesults AcceptalI) M Yes 0] No Additional Actions: Mkc ,ion Re uesl. Work~ Order. Issue Report. etc, Intrial Ued tor Cou4ive Actpj--LEVEL, IIIor RI REVIEW (as~apc .11". if 'a LT Xe 1.(9DTE ANiI REVIEW (as appicabte) / DATE: Page .of __ TM-N1043: APPENDIX A Revision 0, Page 103 of 350/I ER-AA-335-018 Revision 5'Page 31 of-32./ATTACHMENT 5 ASME .IWL (Class CC) Containment TendonAnchorage Detailed Visual or VT-1 Visual Examination NDE Report Paae 1 of t Station: TMIUnit: Iae 8 ..j3 .a -Report, No: WO No(s).(4:1, Ta [ndon Anchorage Vy-' Te"ndon End: flShop IField Location: Buttress: Elevation: .Bearing Plate D.'.Bering Plate I.D., Anchor Head I.D. "7z2 Bushing I.D. 4 .Exam Type: 0 DV Type Of Exam: 2Direct -]Remote,.. As Found Exam D As Left Examý Following Retensloning Of Tendons Which Have Been.rDetentloned Design Drawing(s) Visual Aids: A, .-e .M&TE Used: Test Card UTC Cal'r S .. D ate _ gj Illumination Used ' Illumination Verified.- Date:4g-im:;0" Special_/ Specific Instructions: -1 Algte,, Component I Item Number and RESULTS, ExplanationNI Notes Description NI I RI TYPE O6 (Sketch Shall Be Attacdhed.Depictilng Location of All Missilng, Protruding, UnseatedWires) ArjckorA 5 c fl/ompwwAs )4v~ VSID +ec' AJ Results Legend: NI -No Indications RI- Recordable Indicatlon 10- Information Only Recordabld Type Codes: A. Missing wires H. Cracks 0. Other (ENxplaln) 8a Missing Button Heads I. Pitting C, Protruding / Unseated Wires J. Nicks, Gouges, Mechanical Damage D. Broken Wires K. Uneven Shim Stack E. Active Corrosion L ExcessIve'Shim Gaps F. Other Corrosion M. Gasket Seating.Surface Damage G. Evdence'Of Free Water Quenti N. Surface Discontinuities 1 Deflectlons Supplemental InfOrmation

Ye Noh PPihoto EJVldeo Other (Describe):

EXAMINERJEVALUATOR__ LEVEL .,X"DATE '(Prtnttslaig WhoReIt. ______ LEVEL_____37;________________ STATION/ADMIN REVIEW ..T / , ](PrInt & Sgn) DATE ,I.i I c)ThIs section nly If ExaminerlEvaluator notes RI or Unacceptable condition. RI or Unascceptabl resultsAcceptabler) MYes 0] No Additional Actions: (Adon ReqUest, WeAkOrder, Issue Reopd, etlc. Inlatod for CQowecive _LEVEL III or Ri REWiW-{as ..DATEr j:___AN II REVIEW Osasppre' DATE: TM-N 1043: APPENDIX A Revision 0, Page 104 of 350 , ER-AA-335.0118 Revision 5 Page 31 of 32.I I I ATTACHMENT5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-! Visual ExaminationNDE Report Paae I of1 I'I:Station: f rUnitI:' 00De: ~zoReport N~O., WO N~s). j ~ 5~ J Tendlon Anchorage No. y.9t TndnE:LIshop 9.Fel Location: .Tunnel Buttress: Elevation: Bearing Plate I.:OAJr4 o Bearing Plate I.D. Anchorl Heed I.D. 7Z.,R Bushing I.D. 'A " Exam Type: L] DV WVT-rl 'Type Of Exam: _NDirect -'Remote LC As Found Exam , .As Left Exam Following Retenslonlng Of Tendons Which Have Been Detentioned Design Drawing(s) Visual Aids: qaO .. _M&TE Used:' Test Card UTC or Serial Nod..-/,4 Coa. Due.Date:,Al Illumination Used, rlA.,k.!, Illumination.Verified: Date: 1-24>-0 Time' 2; PM Speciale Specific Instructions: I e-Component I Item Number and RESULTS Explanation / Notes-Description .I, RI TYPE I0 (Sketch Shall Be Attached Depicting Location Of All Missing, Protruding, Unseated Wires), AA~ekorA59. coepAeJ-vAf ' sAr.'Pfo 54-R& +eA'd-S Results Legend: NI -No Indications RI -Recordable Indication 10- Innformation Only Recordable Indication Type Codes: A. Missing Wires H. Cracks, 0. Other (Explain)B. Missing Button Heads I. Pitting C. Protruding I Unseated Wres J. Nicks, Gouges. Mechanical Damage D. BrokenWires K Uneven Shrim Stack E. Active Corrosion L Excesave Shim Gaps F. Other Cortoslon M. Gasket Seating Surface'Damage G, Evidence Of Free Water (Quantify} N.. 'Surface Discontinuities Defiections Supplemental Information

Yes SLketch Liphoto EIVldeo i-Other(Decrbe):

...... .. .... ............ Results:, Acceptable yeS []No, , EXANER EVALU MTI AE....Jijn', A b LEVE DATE _q 6 STATION/ADMIN REVIEW ..(Pu~ni & Slon) G1 _ý ýDT ~This section tpoJI.Dpiatedýniy If notes RI or Unacceptable condition. RI or Unacceptable Acceptabl P9 Yes C]No Additional Actions:A (Acdon Revuest Work Order. Issue Raped etc, Irliated for Cqr , HvAAco4 LEVEL III or RI REVIEW (as app __ "DATE/ANI I REVIEW Jos apptiablo) DAE Page -of TM-N 1043: APPENDIX A Revision 0, Page 105 of 350 I ER-AA-3365-018 RevisionS5 Page 31 of 32!ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detalled Visual or VT-1 Visual Examination NDE Report Page 1 of 1.I S(ation: 141i U"it: Date:.. -. Report No: Location: Q Galle.ry, Buttress: Elevation: Bearing Plate I.D.ft4 U.I &4 :1 Bearing Pate ID. Anchor Head LD. g14 Bushing .D. 161g, Exam Type: I DV L ..VT.1 Type Of Exam: WDlrecl IF JRemote' As Found.Exam " l As Left Exam Following Retensioning Of Tendons Which Have Been Detentioned Design Drawing(s) Visual Aids: .. .M&TE Used:-1l. ilbl, 4.c..ijo 'Test Card UTCorSerialNo. A/4,a Cal. Due Date: u/'Illumination Used L Illumination Verified:' Dale: " Time: "AM Special/ Specific InslaictidPs " .Component) Item Number and RESULTS Explanation/.Notes Description NI RI TYPE Io (Sketch Shall Be Attached Depicting Location Of All Missing, Proftruding. Unseated Wires).Te-mJev4o AAjClwrAjC. CVi.4 Vcjj,15 ;,o~r Thop/5601-1S7..R esu lts Legend: ....Results LeeNI- No Indications RI -Recordable Indication 10- Information Only Recordable Indicati~oType Codes.A. Missing Wres H. Cracks 0. Other (Explain). B. Missing Button Heads I. Pitting C, Potruding I Unseated Wires J1 Nicks, Gouges, Mechanical.Damage & Broken Wires K. Uneven Shim Stack E Active Corrosion L. Excessive Shim Gaps F. Oiher Corosilon M. Gasket Seating Surface Damage G. Evidence Of Free Water QuantIfy) N. Surface Discontinuities. Dellectlons Supplemental Information: tYes [ 1No 1] Sketch QPh to CjVideo Ej Other (Describe): Results: Acceptable Yes jj~o .EXAMINER/EVALU R ...._____sg! j LEVEL 2Z DATE~ I-STATION/ADMIN REVIEW , 10 (Prunt & Sign),& DATE V T11 This sec!ion ismy If Examiner/Evaluator notes RI or Unacceptable condition. RI or UnaccepI ebre~~sulscceptabie)" Ys lN Additional Actions: (Adton Reausal. Work Order, Issue Report, etc. initated toeCmectlv Action)LEVEL III or RI REVIEW (as applicabie)6& Ii4'ATE9 *.PC ANII REVIEW (as appoicb.e) / DATE:-Page of J TM-N 1043: APPENDIX A Revision 0, Page 106 of 350 ER-AA-3356O18 RevIsion 5 Page 31 of 32 I.ATTACHMENT 5 ASME IWL(Class CC) Containment Tendon Anchorage DetaliadVisual or VT -I Visual Examination NDEReport Paris I of I'I Station: unit: Date: %... ... Report No: WO'No(4; .2 7 1 .... Tendon Anchorage No.: I V-Ig& Tendon End: 0 Shop 1 Fiefd Location: TunneIQl8Gals Buttress: Elevatlon: Bearing Plate I.D.: Bearin Plae D. -. .AnchorHead ID. Bushlng ..D. ...ExamT 7 DV VT-i Type Of Exam: L:Remote: '"As Found Exam " .As Left Exam Following RetensioningOf Tendons Which Have Been Detentlfoned Design"Orawing(a): ... Visual Aids: A16 'qe,._ '. .... ... .. '.. I t-1 V&?L4,-10 M'Test~a-rd UTC or Serial No_/.A ..a.Du ae:,//,-liluminalion Used f r Illumination Verified:- Date: .- Time: : ,'P Special I.Specific Instructlons: ..Component / Item Number and RESULTS Explanation Notes Description Ni RI TYPE I1 (Sketch Shall Be Attached Depicting Location OfAlI Missing. Protruding, Unseated Wires)t:egend: NI -No -indications RI.-1 Recordable Indication 10- Infbrmation Only Recordable Indication Type Codes: A. Missing Wires H. Cracks 0. other (Explain)8. Missing Buttoh Heads I. Pittng C. Protruding / Unseated Wres J. Nicks, Gouges, Mechanical Damage, D. Broken Wires K. Uneven Shim Stack E. ,ctive Corrosion L Excessive Shim Gaps F. Qietr Corrosion M. Gasket Sealing'$urfoce Damage G6 Evidence Of Free'Water Quanti), N. Surface Discontinuitles, Deflections _SuplmntlIfomton YeFNo I ý~e ch LJ.Video __Oth~e~r..(Discufb): ...... //,. ./I --. ' .. -'-..f(fln _ý_n) 14, e P--- .. LEVEL ,DATE 1.STATION/ADMIN REVIEW.P,,nt ýS ..DATE I C, --This section to bacmn e- only If Exam InerlEvaluator notes RI or Unacceptable condition. RI or Unacceptable aesulls R Yes 0 No Additional Actions: (Action Requost, Woric O~der, Issue Repo, rt. e I.nitiated ror Cork LEVEL III or RI R VIEW_ANII REVIEW (as oppic abbtqL.)..... __ ...._ DATE:-Page of TM-N 1043: APPENDIX A Revision 0, Page 107 of 350 I.I ER-AA4335-018 Revision 5 Page 31 of 32 ATTACHMENTS5 ASME iWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual ExamInation NDE Report Page 1 of I.I Station: TAIV Unit: Date: 19. ,-17-. 0 Report No-.'WiO'No(s).: ..... "? .,rTendon Anchorage No.: j .q Tendon End: &4 Shop U Fleld Location:. Tunnel, Gallery 5 ..Elevation: Bearing Plate I1.0.: TO Bearing Plate I.D. *r6, Anchor Head I.D. 51/7 Bushing Il.D. 10 7 4 Exam Type: L- DV KVT-1 "...Type fExam: Direct Remote As Found Exam [LAs Left Exam Following Retenslonlng Of Tendons Which Have Been Detentioned)eslgn Orawing(s) Visual Aids: , M&TE0Used:Sg1C R.Z1 CAI4ý4-io" Test Card UTC or Serial A Cal, Due Date: W,.. I lillmina.U i Illumination Verified:. Date: 1,tj- q7 = TI0e:. 7; 3)4,4 Special/ Specific Instructions: , ,Component / Item Number and RESULTS Explanation / Notes Description "NI RI TYPE 0I (Sketch Shail Be Attached Depicting Location Of All Missing, Protruding, Unseated Wires)7-iZA4eAJ AAJ 4 C0iAjV- L K 5I P ;S. CO 5 ,eA A4b4 ,~, Resutts Legend: NI.- No Indications RI -Recordable Indication 10- Informaton.Only .Recordable Indication Type Codes.: A. Missing Wres H; Cracks 0. Other (Explain)B. Missing Button Heads I. Pitting C. Protruding / Unseated WMres J. Nicks, Gouges, Mechanical Damage 0. Broken Wires, K. Uneven 8him Stack E. Active Corrosion L. Excessive Shim Gaps F. Other Corrosion M. Gasket Seating Surface Damage G. Evidence.Of Free Water (Ouantilw) N. Surface Dlscontinuities, Deflections SUPplemental Information: Yess. LNo ] Sketch ..1Photo LlVideo [] Other l Descrbe): Results:: Acceptable OYes _QNo O EXAM INER/EVAL/TI-W T ,,"li,. .. .84p}WNERJE/L .. --.--- LEVEL DATE 'j _STATION/ADMIN REVIEW DATE 3/i r" __(P61nt DATE...... 3L V. (4 This section to b pk eted only If Examiner/Evaluator notes RI or Unacceptable condition. Rlor UnacceptableO Acceptable t'Yes 0 No Additional-AtionS:: (Action Requ1es. Woik order Issuo Reod, etc. Inllated for Co, I LEVEL III or RI REVIEW (as Iabe -'4', (( )AT:c0~ 6 _ANII REVIEW'(as app.ic ..e. DATE: Page of TM-N1043: APPENDIX A Revision 0, Page 108 of 350 ER-AA-335-018 Revision 5 Page 31 of 32 ATTACHMENT 5&ASME iWL (ClassC ContalnmentTendon Anchorage Detaifed Visual or VT-1 Visual'Examination NDEReport4 Page Iot o.I Station 7,,.Z Unit. i Date //". /3-1,0, Report No:.WO Noi(s).: r24 7 / TednAnhrgeN. Tendon End: 11 Shop LN Field Location: Tunnel; GalIery, Buttressi: Ale Elevation: Bearing Plate I 41.0,,,c*,tre-Beari gPlateL04~w.I.r .n Anchor Head LD. BushIng Exam Type. Li DV Type Of Exam: 01)Dlrct [Remote.As Found Exam ....As Left Exam Following Retensloning f0 Tendons Which Have Been Detenlioned Design Drawing(s) Visual Aids:,omwa M&TE Used:,I, .- -Test Card UTC or Serial ..Cal. Due Date: W,4 Illumination Illumination Verified: Date, .Tlmne:.' "-, Sp~ecial / Sgecifc instructions;* Component / Item Number and' RESULTS Explanation I Notes Description NI RI TYPE 10 (Sketch Shall Be Attached Depicting Location 01 All Missing. Protruding, Unseated Wires)_Results Legend, eNi -No Indicallons RI -Recordable Indication 10- Information Only I Recordable Indication Type Codes: A fMssing Wres H. Cracks 0, Other (E'xpan)B: Missing Button Heads I Pitting C. Protruding i Unseated lAtes I. Nic"s, Gouges. Me0ahnical Damage 0, Broken Wires K. Uneven Shim.Stack E Active Coursion I.. Excessive.Shim GapsýF Other Corroson M Gasket seating Surface Darmage G. Evidence Of Free Waler Quantily) N. Surface Discontinuites. Deflections Supplemental information -[bes .gNo [] Sketch I ]photo [-]Video" -Other" escribe'): Results: Acce able Mes UNo _ .. ] " EXAMINER/iEVALUATOR ,,DAT STATION/ADMINREVIEW --.DATEVir/eb ___ ,,,, , -.f.,. o , ,,, DATE s(~/lti I This section to b a nly If Examiner/Evaluator notes RI or Unacceptable condition. RI or Unacceplabie4rieilts sAcceptable) E Yes E] NO Additional Actions: (Action Reqaiw I Work Ordei, IsueRepoet WC. inded. oe CotctveAction) LEVEL III or Rl REVIEW ia! v&icabl ~ /rf'TE:/,., LC7 ,: ~ ~ ~ ~ ~ ~ ~ ~ 4 ........ .177 ..... ._LANI RE VIEW (as aj2PL19a bie)/DATE:!I Pago -of _ TM-N 1043: APPENDIX A Revision 0, Page 109 of 350.11 I ER-AA-335.018 Revislonh5 Page 31 of I ATTACHMENT 5 ASME IWL (Class, CC) Containment Tendon Anchorage Detailed Visual or VT-I Visua! Examination NDE Report Page 1 of I I I Station: Uni: /. Date:-A Report No: WO No(s).: a7 r Tendon Anchorage No.: " 0,-2 Z Tendon End: fa hop -Field Location: Tunnel, Gallery, Buttress: ' .( Elevation: Bearing Plate ~lD..Bearin Plate I.D. Anchor Head ID. 705 Bushin I.P. /ExiTType: V] Type Of Exam: " irect ORemiote gAs FoundExam -] As Left Exam Following Retensloning Of Tendons Which Have Been Deteniloned Design Drawing(s) Visual Aids:, /%e.qe, M&TE Used:sj ,_ ,A. t"t*G Test.Card k& 'UTC.or Serial No.i .. ..Due Dal e t, Illumination Used ,Ahlig Illuminatibn Verified: Date: Ie,-I I Time: 7.1 AM Special I Specific Instruction: Component / Item Number and RESULTS Explanation /Notes Description NI RI TYPE 10 (SketchShall Be Attached Depicting Location Of Ali Missing, Protruding, Unseated Wires)(orpt, vc1 t, 4r b-7-2V 4 rS&fpO 4 AE~'&,* SS , /5ýVp £ýAd Results Legend: NI -No Indications RI -Recordable Indicalion. 10- Information Only ...Recordable Indication Type Codes:.A., Missing Wres. H. Cracks 0. Other (Ekplaln)B. Missing Button Heads I. Pitting C. Protruding i Unseated Wires J. Nicks, Gougesj Mechanical Damage D. Broken Wires K Uneven Shim Stack.E. AcUve Corrosion L. Excessive Shim Gaps F. Other Corrosion M. Gasket Seating Surface Damage G. Evidence Of Free Water (Quantify) N. Surface Dlscontinurties, Deflections. Suppernental Information: as_ No [Sketch .thoto [-Video U Other Des.cribe): Results: Acceptable 2Yes EJNo EXAM INER/EV ALUATOR , EPAMSnEd, ; Xi, 9904- LEVEL 2Z17 DATE ," --STATIONIADMIN REVIEW, I(PMriri &sign) GI I~~ .... DATEQ This section .. nly If ExamIner/Evaluator notes RI or Unacceptable condition. RI or Unacceptabl results Acceptable' ) I3Yes El No Additional Actions: (Acdon Request.i.'ok OWdert Issue Report..etc. Initlated for .LEVEL Ill or RI REVIEW(as appltcabie) V-14'/' / ,'Zt, ',Af(, 10 ANIi REVIEW Las applicble) / DATE: Page of TM-N1043: APPENDIX A Revision 0, Page 110 of 350.I I I ER;AA-335018 ":Revision 5 Page 31 of 32 I ATTACHMENT 5'ASME IWL.(Class CC) Containment Tendon Anchorage Detailed Visual: or VT4I Visual Examination NDE'Report Page I of 1I/I I St]tUon:_inti/ j Unit, / D ate: ,.- /2 Report No: WO No(s).... 2-O 5 TendonAnchorageNo.- ". 2z Tendon End: EJShop Thed Location: Tunnel, Gallery, Buttre'ss: Elevation: Bearing Plate I: Bearing Plate I.D. A Anchor Head .D.: Bushing l, ExamTpA pe Of Exam:,Dlrect ]Remte N As Found Exam _j As Left Exam Following Retenslonfng'Of Tendons .Which HavaeBeen Detentloned Pesign Drawing(s): V.isual Aids:. ,_- .I..oM&TE Used:,',.qIj41 t ,ibfjTest Card UTC or Serial No. 1/A-. Cal. Due I Illumination Used ..Illumination Verified: Date: .17 TIme: "*:,4Aj Component / Item Number and RESULTS Explanation I Notes Description NI RI TYPE 10 (Sketch Shall Be Attached Depicting Location OfAll Mlsslng,.Protruding, Unseated Wires).1;"JeAO 3 An tfttA 5 Xa ~aI~S,001, b-Z2-. )v,4rcss 2.Results Legend-NI -No Indications. RI -Recordable Indication 10 -Information Only Recordable Indication Type Codes:.A. Missing Wires H. Cracks 0. Olier (ExpinI R. Missing Button Heads 1. Pitting C. Protruding I Unseated Wires JI Nicks, Gouges, Mechanical Damage 0. Broken Wires K Uneven Shim Stack E. Active Corrosion L Excessive Shim Gaps F. Other Corrosion M. Gasket Seating Surface Damage G. Evidence Of Water (Quantify). N. Surface DlscontlnuiUes. Deflections Supplemental Information

Yes No ]Sketch 'P.hoto .AVideo [j01her(DIescribe):

Results: Acceptable [1NO EXAMINE /EVALUATI F. LEVE ___PA _12-.(Print & Slefni' ........~2 LEVEL zr: DATE '/-STATIONIADMIN REVIEW (panit & sin), Cj tat-)=!---4 DAtE -11jT rII This section to cplpk iy If Exam iner/Evaluator notes RIr or Unacceptable condition, RI or Unacceptablesuts Acceptable Yes [i No Additional Actions: Aen nReQuest. Work Order, Issue ROqpqd, etc. Initated roreC'oyve Action )_ _LEVEL III or RI REVIEW (as a wc~o s-/4.A2 1;6D TE/ / I ANII REVIEW(asapgpsbie). DATE: Page _of' TM-N1043: APPENDIX A Revision 0, Page 111 of 350 ER-AA-335.018 Revision 5 Page 31 of 32)ATTACHMENT S AME. IWLI(Class CC) Containment Tendon Anchorage Detailed Visual or VT-I Visual Examination NDE Report Pase I of I Station 74/. Unit'. I' OaRej/-,'-? Report No.WO No(Q) -Rift '7SIXI Tendon Anchorage No 'Tendon End 1 Shop 0% Field Location: Tunnel, Gallery, Buttress: ,"# Etievalion' Bearing Plate I D dosw," -. rc -Bearing Plate I 04t*#l_ r4wA"w Anchor Heead, I 0.. Bushin'I D 'Exam Tye. Dj OV NVT-I Ty*e Of Exam: DiOrect E]Remote[ As Found Exam .. ."As Left ExamFollowing Retensioning Of Tendons Which Have-Been Detentloned. Design Drawins k Visual Aids:,-44 M&TE Used! 'N "Test Card UTC or Serial No.#/ " Cal. Due Date. ,,'Illumination Used ;f4'e's0 Illumination'Veiified: Dale:,ý ...-.. Time .OP , Special ISpecific Ins tructions: _______ ________________________ Component 1Item Number and RESULTS Explanation I Note.Description iNI RI TYPE 10 (Sketch Shall Be Afttached Depicting Location 01 All'Missing. 'Protruding, Unseated Wires)Results Lcgend NI -No Indicattons RI -Recordable Indication 10 -Information Only Recordable Indication Type Codes.Ar -Missing Wires H Cracks 0 Other lExplain)B Mising Biton. Heads I Pining C Protruding I Unseated Wires J. Nicks. Gouges. Mechanical Damage D. B'oken Wires K. Uneven Shim Stack E Active Corrosion

i. Excetslve Shim Gaps F Other Corrosion M Gasket Seating Surface Damage G. Evidence Of Free Waler fQuantlfy)

N, Surface Discontinuibes. Deflecllons iuPplemental Information L-Unes o e Skietch UPhoto[deo .[Other Describe):. ______Rsls.Acptbe jy's [N ... --_ iii[§:)EXAMINER/EVALUATOR... .. .. #u -; ,,X-ý -LFVEL D. ATrE ,t-, STATION/ADMIN REVIEW ,P,,,,t Sin) ' DATE 3/'13/I I j I Thls section, L I only IT ExamineriEvaluator notes RI or Unacceptable condition. R. or Unacceptabt 'results Acceptable) [1Yes [] No AddiltonalActions.ALction Request Order Issue Report etc mtditee for r Co-r , ,Me A. .0Oj LEVEL III or RI REVIEW.as aphcb ,j lf ..T_ i,, ANII REVI EWa. !cate ___ __DATE.Page _ of __ TM-N1043: APPENDIX A Revision 0, Page 112 of 350 ER-AA.338.018 Revision 5 Page 31 o032 I ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Oetailed ViSUal or VTr1 Visual Examination NDE Report 3Page 1 of 1I Station: 7,-r unit, I Oate: Report Nw WO .No I *,a06'S.' Tendon Anchorage. No i'j I 'no End 09Shop j3bJField LocaietW Tunnel. .a ll,. Buttresis Elevatio.n-Se,,ng Plate 10 4,wam.c..- aearing Plate 1 D5 Anchor Head 30. 6 ." Bushing I D. wo A Exam Type C1 OV .VT" Type Of Exam: X Dfrect URemole C1 As Found Exam .As Left Exam Following Retensioning O (Tendons Which Have Been Detentioned Design Drawing(s) VIsual A~ds$.FJ,/ M&TE Ueeo. .I. Test Card. UTC or Serial No.,v Cal. Due Oas Illuminatlon Used ,,f# 0 rf *tluminabton Verifled: Tlme: /pgpp Special lSpeciflc Inslructions. ,_____Component I Item Number end RESULTS Exptanation I Notes oescrpliOn N RI. TYPIe 0 jSkeich Shall Be Attached Depicting Location Of All Missing. Ptitrudlng. Usested Wie,)Results Legend. ..Ni -No dica is RI -Reconti0leindicaton 1O- Inftomet.on. Oh ..Recordable Indicallon'Tre Codes;A MissHng "Ca.k. 0 Other (Ewplain)B Missing Button Heads C. Pprotuding i Unseaed Wfes J: Nos. Goiges MecIani".ODma"ge o Broken wires , Uneven SIlm Slick E Active Cotrosion I. Exceesive Shim Gaps F Other Corrosion M, Gasket Seating Surface 0amage-G Evidence Of Free Waow souli.nt~) -N. 81urface chitoinu Wlee. oelleckmos )Suppematelnromaton $Ye UN ~ lcecflU~ioto Video Li Oiler 'Desdnbu);:_ ResuiI& 'Sepiible i T_EXAMINER/EVALUATOR , STATIONIAOMIN REVIEW I.DATE 3/..t I Prm" a S DATE" This: section to be completed only If EkamineriEvaluator notes RI or Unacceptable condition. RI or Unacceptable~results Aceplable 19 Yes 03 No Additional Acltoris., LEVEL .II or RI REVIEW .......abe I LAN.!tREVEW ts p1cA.t A DATE. A 1/4h Page. of__.i) TM-N 1043: APPENDIX A Revision 0, Page 113 of 350 ER-AA.335-018 Revision 5.Page 31 of'32 I ATTACHMENT 5 ASME IWL (Class CC) Containment TendonAnchorage Detailed Visual or VT-1 Visual Examination NOE Report Page1 of I I Station: 7,,'. Unit.Lj Date':/ /-6q Report No: WO No(s)": RjO(',., Tendon Anchorage No.: 3.7 Tendon End: LD Shop [] Field Location; Tunnel. Gallery. Buttress: Sovr,* Elevation: Bearing Plate LD &,u~ w. r,-Bearing Plate '.DO irz.-rr" Anchor Head I P. ity 8 ,IushlngiD. V,.Exam Type: [] DV LNVT-1 Type Of Exam: (RDirect [liRemote[0 As Found Exam E] As Left Exam Following Retensioning Of Tendons Which Have Been Detentioned Design Drawing(s) Visual Aids:daow M&TE Usedi Test Card No Cal. Due Date: ,.Illumination Used ef.ew*tl ..., llluminition Verified: Date:./-4 -.. Time: .'o0,4,r Special iSpecific Instructions: " Component I Iem Number end RESULTS _"" _ Explanation 1 Notes Description NI RI TYPE IC (Sketch Shall Be Attached DepictingLocation 01,All Missing, Protruding. Unseated Wires)K, Results Legend.NI -No Indications RI Recordable Indication 10- Information Only_ _ _ _ _Recordable Indication Type Codes: A Missing Wires H Cracks 0 Other (Explain)B Missing Button Heads I. Pinting C. Protruding i Unseated'Wres J. Nicks, Gouges, Mechanical Damage 0 Broken Wires K. Uneven Slim Stack E. Active Corrosion I.. Excessive Shim Gaps F Other Corrosion M.. Gasket Sealing Surface.Damage G Evidence Of Free Water &Quantlfy) N. Surface Discontiluities, Deflectionsntl Information"No '[i Sketch [iPhoto L]Video. U Other (Describe): Results: Acceptapie 7 as LN,_____EXAMINER/EVALUATOR LEVEL DATE , Sm- LEVEL. &DSTEn STATIONIADMIN REVIEW ." DATE............. ip('nt &4 11 I A E1 This section to d only if Examiner/Evaluator notes RI or Unacceptable conditi Ri or Unacceptabletsults Acceptable) W Yes Q] No o Additional Actions:.,xcfion Requet, Wotk We, Issue R lepoil c iruitialw4tot Cavective ActQn=I 1: LEVEL III or RI :REVIEW ias 0 ..ANtI REVIEW, abiei.. DATE::9 Page ol.ot TM-N1043: APPEND)X A Revision 0, Page 114 of 350 ER*AA-336-018 Revision 5 Page 31 of 32 I ATTACHMENT 8 ASME IWL (Class CC)Contairment Tendon Anchorage Detailed Visual or VT-I Visual ExaminatIon NDE Report Paae I of I I Station: 71Wf Unit. i Date://-./7.-,,,f Report No: WO.No(s) R.?Oci 7.,/ J[Tenldon Anchorage'No.: t lie , Tendon End- (I Shop Field Location'. Tunnel. Gallery. Buttress: xovrj,,, Elevation; Bearing Plate I -B1earirg Plate I -Anchor Head 1:D. -pf' Bushin. Exam Type: LI DV ZVT-I1 Tye Of Exam: fJDirect C'Remote EIAs Found Exam As Left Exam Following Retensioning Of TendonsWhich Have Been Detentioned Design Drawin(s Visual Aids:,4vg M&TEUsed: D'. .,. -Test:Card UTC or Serial No. CaL. Due Date: ;4/,.4 iltumination Used , Illumination Verified: Dao eA/-7of Tme, , Special / Specific Instfuctiona: __,,_ _ _ _ __.... ... ._, Component / Item Number and _ RESULTS I Explanalion I Notes Description N1 RITYPE 10 (SketcKh ShaIl Be Attached Depicting Locatibn'On All Missihng, Protruding, Unseated Wires)Results Legend;NI -No Indications RI- RecordablI Indicallon JO -Information Only Recmi dable Indication Type Codes: A Missing Wres H. Crocks, 0 Other (Ezp!ain)B Missing Button Heads I. Pinting C Protruding I Unseated Wires J. Nicks. Gouges. Mechanicat Damage b 8roken Wires K; Uneven Sbim Stack E. Active Corrosion I. Excezsive Shim Gaps F Other Corrosion M. Gasket Seating Surface Damage G, Evidence Of Free Waler (Quantify) N. Surface'Discontinuitles. Deflecftons Sup ementalinformation D rYes LiNe j Sketch ViPhodo riideo [-] Other (Describe): __________Results Acceptable jyYes LNo- ~7 LEXAMINER/EVALUATOR , 1 j4A 9 k.. .. ... .LEVEL --i DATE 6 STATION/A-DMIN REVIEW ....T..3.... ..(Prntl & Slqn) D T I ]1 This section to ;Ig mpetednly It ExamlnemrEvaluator notes RI or Unac.ceptable condition. RI or Unacceptabitesus Acceptable qYes _JNo Additional Actions.Request. Wonft O.rder. I5sue Report. elc. iniial.ed Iot Cori eliveAction.. LEVEL Ill or R1 REVIEW InsapCa(,I'/ iANII REVIEWras ______DATE: Page _,of TM-N1043: APPENDIX A Revision 0, Page 115 of 350[!ER-AA-335-018 .Revision 5 Page 31 of 32, 1 I ATTACHMENT 5 ASME IWL (Class. CC) Containment Tendon Anchorage Detailed Visual or VTAI Visual Examination NDE Report Page I of 1 I I Station:'." 1 Unit: Date: Report No: WONo(s).: ,I 2OA 7 '/ Tendon Anchorage No.: j3.. ... Tendon End, KShop P. Field Location: Tunnel, Gallery. Buttress: Elevation: Bearing Plate 1.131, BearingPlate ID .Anchor Head l1D. //y BushIng I. ,//.Exapi Type: DV Vr--i T Of Exam: ire. MRemoIe W_.As Found Exam .. .As Left Exam Following RetenslonlngOf Teridois.Which HaVe Bean Detehlloned Design Drawings) Visual Aids: y. e.M&TE Used: j .i A Test Card UTC.or Serial No. Ad,/, .Cal. Due Date: e__/,* I Illumination Used Illumination Verified: Date; -..Time: ?3Aj.Special/ Specific , Component item Number arnd RESULTS Explanaion (,Notes Desclptlon Ni RI TYPE I1 (Sketch.Shall Be Atlached'Depictlng Location OIAiI Missing, Protruding, Uhseated VWres)0,o. JI .00 &, 44.44 5bj C~A4 Resuits.Legend: NI -,No Indications RI -Recordable Indication 10-= Infiormation Only Recordable Indication Type Codes: A. Missing Wires H. Cracks 0. Other (Exp!ain)" B. MissingButlton Heads 1. Pitting C. Pfrotuding I Unseated Wres J. Nicks; Gouges. Mechanical Damage, D. Broken Wires K. Uneven Shim Stack E;, Active Corrosion L Excessive Shim Gaps F. Other Carroslon M. Gasket SealingSurface Damage G. Evfc Of Free Water Quantify) N. S;Mrface Discontinuities, Deectons suppleental Information os _ Sketch RPhoto UVideo'U Other (Describe): --'- ... ... ....... Results: Accoptalw { Yes [']No-" ' .... ..STATION/ADMIN REVIEW D_________a This section a- ýly if ExamIneriEvaluator notes RI or Un'acceptable condition. RI or UnaccePtablreýsuls Acceptable) i Yes rC No Additional Actions: (Action Request, Work Order, Issue Report, etc. In!liated for Corroctva.A~tion1 .. .....LEVEL III or RI REVIEW (asapl /,IJ( ATEI: dk P ANII REVIEW (as appiicable) DAT8.Page of TM-N 1043: APPENDIX A Revision 0, Page 116 of 350 i ER-AA4335-018 Revision 5 Page,31 6032 I I ATTACHMENT 5 ASME IWL (Class CC) Containment Tendon Anchorage Detailed Visual or VT-1 Visual Examination NDE Report Paae I of I I I I I I Stathon: Unit: Date: R N WONo(s)-,- I 56( Tendon AnchOrago.No .: D -_j -, .Tendon End:,.l'Shop-W lField Location: Tunnel, Gallery,4 uttress L. Elevation: Bearing Plate LD.:M.,V/BearingPlate I.D. Anchor Head.l:D. Bushingl.D. .....Exam Ty/pe-, DV X]VT-1 .-:Type Of Exam: [90irect [[]Remote" , As Found Exam El As Left Exam Following Retensloning Of Tendons Which Have Been.Detentioned Design Drawing(s) Visual.Aids: a/,v-e M&TE Used: ., 1.sat 0 1,1Test Card UTC or Serial No. CaI. Due Date:/"&iiiUm'ination Used rF's/ J Illumination Verified: nae 1/ ' ie: Special /Specific Instruc~tions:. I Z.- ,.Component I Item Number and NI RESULTS Explanation I Notes.Description NI RI TYPE I0 (Sketch Shall Be Attached Depicting LqcatlionOf All"_ __" _ Missing, Protruding, Unseated Wires) -4xlekoA C Cd Results Legen]d: Results Le.e .ndlN. .. No Indications RI -Recordable Indication 10 Information Only Recordable IndIcatlonType Codes: A. Missing Wires. H. Cracke 0. Otlier (Explain)B. Missing Button Heads .Png C. Protruding / Unseated Wres J. NIcks, Gouges,.Mechanlcal Damage D. Broken Wires K. Uneven Shim Stack E. Active Corrosion L Excessive Shim Gaps F. Other Corrosion M. Gasket'SeathngSurface DaIage G. Evdrenpa Of Free Water Quan'tfy).. N. Surface DiscontinumIies, Deflections Supplemental InformpStiotn

o .er (esbe:.Results: Accept lbe 4Yes flNo.EXMnER VLAX .~ i LEVEL 2Z DATE 41 STATION/ADMIN REVIEW Cr- .\ ..sA : o (Print &,fgqn) .DATE 3 .... ..This section-tqtLq ut toteonly If Examiner/Evaluator notes RI or Unacceptable conditon.RI or Unacceptableresults Acceptablek -0 No Additional Actions: (Acton Reauest, Work Order, Issue Repet etc., hjatesd for Corm£lJv Act~n)-LEVEL Ill or RI REVIEW (as

...,,'vr , (' .ATE: ) /'4'-/ ..ANII REVIEW (aa applkcabo) -, DATEý.Page -of TM-N 1043: APPENDIX A Revision 0, Page 117 of 350 ER-AA*365.018 Revision,5 Page 32 of 32 ATTACHMENT 6 AsME IWE (Class CC) Containment Concrete VT-IC or VT3C Visual Examination NDE Report Pate 1 of I Sati Ion: 7-Iz -Unit: D Dat e: --Rtport No:.,,- -'? -/ W. No(s):.g-Xo&

7dj'"/Location:

Buildino ElevR Cot.: Row: Azimul/Radiusi-ExamTyoe>, Q DV CJGV ,(VT-1 C D,rT3,C Type Of Exiim: ~Direct' 'CReol MtT00 Design Drawing(s), Visual Aids:d1,wa Surface: ID .Surface/. Components Coated:: II YES EXJ NO M&E Used' Test Card UTC or :Seral No./4' .Cal Due Date.4!" Illumination Used Illumination Verified: Date:14.Ap-ap, rTime: Special ItS ecific Insttuctions: A 4 1 -/.#Component,/ Item Numberard RESULTS Explanation I Notes Description NI RI TYPE P,0 (As a minimum. Reiotd Location and Size of, (e4, EINEI, c .....-- .. Recordable Indicallons as applicable) /,. -/ .... ...Resulls Legend:-Ni- No Indications RI Recordable Indication 1O- lnfoi mtaliOnOny.. Recordable Ilrdicalion Type Codes.A Cracks (Characlerize and Size) 0. Settlements Or Deflections M. Scaling NOustingý8 Exposed ReinforclngSleel H DegradedPakches or Repairs N C6ating Deteriorolion.: C Exposed Metallic Items (Othor) I. Popouts. voids. Honeycomb 0 Abrasion. Cavitation, Wear D Evidence OlGirease Leakage J Spalls 'P Air Voids IUg Hoc,6 .....E Evidence Of Moisture K Cold Joint Lines 0 Effi0rescence F Leaching Or Chemical Attack L Corrosion staining R .Other (Explain)I.Supplemental Information. [-)Ye4 o 4oj Sketch " iPhoto 3Vicleo q[IOther (Describetl: Results. Acce Yes _t e Y ...EXAMINER/EVAL UATOR .........jPnrl inl A LEE DATE S STATIONIADMIN REVIEW 'DATE 3/ I O.(Piin,! &Sign) -, I.. .. ... ._This section be ted only If ExaminertEvaluator notes RI or'Unacceptable condition. RI or Unacceptablr s oesuits .cept.a.e.

4. ...Yes L. No Additional Actions: '-----tAto tq#b d 1isst.e Reporl eC1 i'14119 locft ; c One Acon-LEVEL Ill or RE REVIEW gs aPk~nc we) M -~4~1 ~bAtE:/7~C

ýAN1LREVIEW' asapEii~wei__________________ DATE:_____ Page, of f TM-N1043: APPENDIX A Revision 0, Page 118 of 350 ER-AA-335-018 Revision 5 Page 32of 32, I ,ATTACHMENT 6 ASME lWE' (Class CC) Containment Concrete VT-4C or VT-3C.Visual Examination NOE Report Page 1 of I Unit: .9Date: Report0No: ........omonnt I ' ." ....Location: 6 ug: Eiev.: Col.; Row: Azimuth/Radius: EXam Type: 71DV Type Of Exam: rDirecdt-L ORemotte Mal. Type:'Degn Drawin ons) :RM-. As a dRecord.L.tAi oa.Szo S~rface: ...1D -O ..... SurfaCei'Compqnentsoated: (:]YES': Z NO: M&TE.Used',*A&,.tfYstCad .UTC.or Sedial"Nd.m/'4 Cal........... .Gl Due Date:/(Illumnatio ii . illumination Verifiedd-Date Ti F: ":PA S p e c ia l / S p e c ifi c In s t -r u c t ib n s : N " , .... .. ...... L w e.. ...,Component /ltem'Nvinber. f3' ESU1LTS ... Exolandtlo'/!Notds. ..'... ..........Descriptioni ....... RllTYPE '10 (As..a mininmum, Record Looaion .ApoSize ofI (e.g. EINEID, e7c) -Recordable Indlcalkns as appIcable) 2.'2 ArC i!fa(e 4Ce'j"_Reslts eLend:" NI -Noindications RI -Recordable Indicellon lO-infolmation Only Recordable Indication Type Codes: AL Cracds (Characterize andSIze) Ga Settlements OrDeflections M. Scaling I Dusting B. Exposed Relnrefring Steel H. Degraded Patchesor Repairs N, Coating'Deterloration C Esed Metallio Itens(Other) I. Popouts ,Voids, Honeycomb

0. A lson Cavitatlon, Wear D o Evdence Of Grease Leakage J. Sp l1s P. AJr Wda/ Bug Holes It. Evidence Of Molsture K. Cold Joint Unes b. Effiorescence

• F. Leaching Or Chemical Attack L Cor0oslon Stanirin'l R. Other (Explain)Supplemental Information:

E[:Ye o ..0 Sketch ]Phto [] Video EOther 0escribe): EXAMINERIEVALaUTOR: "EVE.LDAT4E ceun a ,WqWOOer LEEL .DATEted 6Cr_.$TATIONIADMIN REVIEW(s p-,I tPae & ofDATE Th is seqtl n" a on ly If Exarnin erlEval u aidr notest RI: o r Un acce pta ble con dition.RI or UnacceptabtekresutsA ,cýpt a ble Ye C] No Additional ---m---LMýion R2uquel, Od=6r Is~ue'Rooretdel.ni~lsted. ,eAcifl ...A N II R E V 18 W ~ a s a p. p l_ o a b le ) ...... ._ _ _ ._ D A T E : Page of I.11 I I.TM-N1043: APPENDIX A Revision 0, Page 119 of 350 ER-AA-335-.018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE:(Class CC) Containment ConcreteVT-IC or VT.3C Visual Examination NDE Report:.~~~Page 1 ofIt,, .Station:, Unit: r Date: , , Report:No: Systen:c ' BifComrponent,: ... Noo.; Z 5 Location: Buiiding:. ¢°4-iA,^ Elev.: Col.: Row: Azimuth/Radius: I I Exam Twoe: Fl DV F-1GV I-1VT-3C Tvoe Of EXam: f-IRemote Mall. Twne: A... _Desi n Drawing(sj PS -4 Visual Aids: aogi- W.Surface, ID Surface / Components Coated: El YES 0 NO M&TE Used: 0 4'3(AG &(4.g UTC or Serial No. Cal. Due Date: Illumination Used ../A*'A .IllumInation Verified: -Date: j./j, Time.: 7 SSpecial l.Speciric Instructionls: I Al _,_ _........ ..... ......... .. ......_ _" Component./lItem Numberand RESULTS Explanation I Notes Description NI~ii RI TYPE 10 (As a. minimum, Record Location and Size of (e.g. EIN, E.DNRetc.) _P Recordable Indications aS applicable) 'Oe eP- ebtemP4e'-C 4Xia d A~ r~ t exZA4 16 M4111e9 j .. ... .. .. ... ......... ... .L betm L, /41,.e-L J&Ui p440e, Abh~ve, 12 -Z`4 Resuts Legend: NI -No Indications RIr-Recordabale Inication 10- Information "nl Recordable Indication Type Codes: A Cracks. (Characterize and Size) 0. Settlements Or Deflections M. Scaling I Dusting B. Exposed Reinforcing Steel H. Degraded Patches or Repairs N, Coating Deterioration C. ExpoS.ed Metallic Iterns (Other) I. Popouts. Voidsk Honeycomb

0. Abrasion,Cavitation, Wear D. Evidence Of Grease Leakage ,J. Spalls P. Alt Voids I Bug Holes E. Evidence.Of Moisture K. Cold Joint Unes 0. Efflorescence F. Leaching Or Chemical Attack L. Corrosion Staining R. Other (Explain)Suppiemental information

- [Yeas No El Sketch [lPhoto []Video [I Other (Describe):

Results: Accepble aYes ,]No I EXAMINER/EVALUAQATO , w , LEVEL ..-V DATE ./,//" STATIONIADMiN RVIEW DAT E-(PrInt & Sign)- ------____________________________ This section Pq tedonly If ExaminerlEvaluator notes RI or Unacceptable condition. Acceptablej) [PYes El No Additional Actions:.A.alIon Requesl. vWrk Order, Issue Reaw, etc. InMtled fot Cofrect(veA1WopJ.. LEVEL III or RE REVIEW'(as appdca 2 Z Z .ATE: /,.2Lz ANII REVIEW (as apptiabie) .._.DATE: 1]Page _ of_ TM-N 1043: APPENDIX A Revision 0, Page 120 of 350 I ER-AA-336-01 8 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment.Concrete VT-1 C or VT-3C Visual Examination NDE Report,:Page I offI I station:;4.Ui:Dte ~.~p Report'No: i Component: W, -Oj WO Nos): 62 755'Location: B Uiding:.0 (, ,tAEiev.: Col.: Row: Azimuth/Radibs: Fy:nr- Tun. "" r'" rJVT-If F1]JT.!'4I' TvnA _pfll dfimFntgrt rlR:mntA Mtl. TvnA: ,,...-I Design Drawing(s). PS,3 I Visual Aids: Surface: ID. .(0) Surface / Components Coated: [ YES { NO'M&TE Used'&A&d .. N Test.Card UTC'orSierial No. P,.& Cal. Due Date:, Illumination Used F,.. Illumination Verified: Date: ,..Time: Special/ Specific Instructl06s: , ..4"6_Component I Htem Number and I RESULTS Explanation /. Notes Description NI RI.TYPE 1O (As a minimum, Record Location andSize of (e.g. EIN, ElD, etc.)', ._........ Recordable Indications as applicable) 4(LA t Results Legend: ,. ~ ~ ~ N -No ...-qIndications: RI-: i.~ daleo ndl~ation IO-Inforrainh onlnY .Recordable Indication Typo Codes: A. Cracks (Characterize and Size) G. Settlements Oireflections M. Scalrig I Dusting B. Exposed Reinfordng Steel H. Degraded Patchesor Repairs N. Coating Deterioration C. Exposed Metalio items (Other) I. Popouts , Votds; Honeycomb 0.. Abrasion, Cavitation, Wear D. Evidence OfoGreasse Leakage J. Spells P. Air Voldl I 1ug'Holes E. Evidence Of Moisture K. Cold Joint Unes 0. Efflorescence F. Leaching Or Chemical Attack L Corroslon Staining R. Other (Explain)Supplemental Information.: lYes ,Z1No 0] Sketch IOPhoto E]Vldeo [ Other (Describe): Results: Acce tWe LYes L-No EXAMINER/EVALU1J A ~A 4 EVL_____AT_4,4 (POint a LE.VATE.. DATE STATIONIADMIN REVIEW",, (Print & Sign) ...... .. .... .10 ., This section ton.ec leted only If ExamIner/Evaluator notes RI or Unacceptable condition. RI ) iPYes [JNo Additional Actions: (Action Request, Work Order, Issue Repeol, etc. initiated 1or Corn ve Acton)-LEVEL Ill or RE REVIEW (ws a UcEabl1e) 'ANII. REVIEW (as appficabe). DATE;, Page -of TM-N1043: APPENDIX A Revision 0, Page 121 of 350 t I t ER-AA-335-O018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-IC- orVT-3C Visual Examination NDE.Report, Page 1 of1.Stat ion: Twz. Unit Date 69 Report.No: y 1em: Component: _446os.A'675( _Location: Building: (6,A IR Elev.: Col.: Row: EDam !YP6;hOV DGV -T-1CFJVT-.30 A!jC e Of ULRemote6. Mail. Type: 4u_,'Design Drawing(s) P6- "I,. Visual Aids: Surface: ID 0 Surface I Comrnohents Coated: DYE NO M&E Used: W Test Card UTC or SeWial No. 'JA. Cal. Due Date: ,Illumination.., Illumination Verified: ý1Date Tirne:.17:Z)Ah/Specific Instructidns' [Ajh./e,,d ... .... .....Component I Itemr Number and RESULTS Explanation /Notes Description NI RI TYPE IO (As a mInimumn, Record Location and'Size of (e.g. EIN,Eietc ate.), Recordable Indications as-applicable) AeA 0 eowrerc44 1v~A~..... .." ......._______ _ -... Resuits Legend: Ni -No Indications RI-,Reoordable lndication tO Information Only,.Recordable Indication Type Codes: A. Cricks (Characterize and Size) G. Settlements Or Deflections M. Scaling I Dustfng.B. Exposed ReInfbrClng Steel H. Degraded Patches or Repairs N. Coating Deteoration C. Exposed Metallic Items (Other) i. Popouts, Voids, Honeycomb. Q. Abrasion, Cavitalioni Wear D. Evidence Of Gr6ase Leakage J. SpaIs .. Air Voids I Bug Holes.E. Evidence Of Moisture K. Cold Joint Unes Q. Efflorescence F. Leaching Or Chemical Attack L. Croslon Stainlng R.. Oher (Explatn)Supplemental Information: _[Yes ]JNo " Sketch -JPhoto []VIdeo E) Other (Describe): Results: AcceptableW MYes ..No EXAMINERIEVALUAT& ý--A -.& M A LEVEL IDATEla Q STATIONIADMIN REVIEW (Prnt a SIgn) DATE _This section to b only If ExamIner/Evaluator notes RlIor Unacceptable condition. RI or Unacceptable Acceptable WYes ]No Additional Actions: '- .(Agtoi Request Work Order, I1 Repod, ec. Iniloedpi Co'edle Adl.ANii REVIEW (g!! a I Dicabag.DATE .:o-.Page of I TM-N1043: APPENDIX A Revision 0, Page 122 of 350 ER-AA-3356018 Revision 5 Page 32of 32 ATTACHMENT 6 ASME IWE(ClassC) Containment Concrete VT-I or VT-3C Visual Examination NOE Report Paiao I t i Station: Unit:, Date: 1 '-Dt ReportNo: System: "e, Component: , .4 .WO No(s),::; 67,557 Location id : ev: Col.: Row: Azimuth/Radius: Eiamh Type: EI OV ElGV 5V-T-IC EiV-T.3C Type Of Exam: FXirc ~niotq Matl. ype:! ft 4ed Suft, 11 OD Surface /Comiponents:,Coated. [I YE& NO a&TEUe:d ,L KT t ad LIM&0 Serial No. Cal.: Dud' Date:.6ý I Illumination Used"Illumination'Verifled: Date: 1.rUW,' Timei: A'Specal, cific Instructions:, __ ___Component (Item Number and. RESULTS ' Explanatfon / Notes: RI TYPE -T (As a minimum, Record Location and Size of eg.EINEi E etc.) Recordable Indications as applicable) -Results Legend: NI bNo Indlcatlona .RI Recordable Indication IO- Information n.Recordable Indication Type Codes: A Cdcms(Characterize and Size) 0. Settlements Or Deflections M, Scaling I Dusting B. :Exposed Reinfordng Steel- H. Degrae 'Patches or, Repairs N. Coating Deterioration Exposed Metatlic items (Other) I. Popouts, Volds, Honeycomb

0. Abrasion, Cavitation, Wear D. Evidence Of Grease Leakage J. Spells P. AIVolds i Bug Holes E. Evidence Of Moisture K Cold Joint Lines Q. E#fiorescence F. Leaching Or Chemical Attack L Corrosion Stalning R, Olhef (Explain):Supplemental Informatlon:;:

@Yes No ASketch fa'Photo .LVideo [I -m Resufts.Aoee Elbo EKAMINERIEVALUTOR / R',',"LVDA .iorki & Slgn) W4 jAjjM Yea;,QýD~~ LEVEL .27 DATE $10 STATION/ADMIN REVIEW, 1(Printat A ign '~ DATE hj~i __This sectio h opleted only If ExamlnedEvaluator notes RI or Unacceptable condition. Ror Unacceptab!(resuitsAccep tabale []'No Additional Actions: tlonl Roiuost, Work Ordec, Issue Report. eta (Iqld1 q) _ .......LEVEL III orRE REVIEW ýa VCable) ._1 6DATE:/I i![ANII REVIEW(nsappRca~e) ./" DATE: Page _ of _ TM-N 1043: APPENDIX A Revision 0, Page 123 of 350 ER-AA,-335,018. Revision 5 Page. 32 of 32 ATTACHMENT 6 ASME IWE (Clasis CC) Containhment Cncrete VT1C otrV,-3C Visual Examination NDE Report Paael of I ,Station' 7-41'r Unit: O Date:/./,o, Report No: Systiemrn'7WA mpO nel4A- sO ON(S.eO~Location: Buildig r :o0." Row: Azimuth/Radius: Exam Type0:j DV LGV JVT-1C L ,3C TypeOf Exam: RDirect 1 Remote Mati. lTyp, A Design Drawing(s) Visual AidsM. .r Suace: .Su.rfae ICmones Coate: -YES 0A No M&TE Used :, '1 "s{u Test Card UTC or Serial Non'/ ..Cal. Due Date: A I Illum ination Used: A.*H4/G~'f Illumination Verified: Datt2e:~,'p ie Special / Specific Instructions: I,v,4 _4__..... _ " Component/ 11m Number and RESULTS Explanation'INotes.DeriPtlon .NI RI TYPE IC0 (Asa minimunim'Recod Location and.Size of (e.g. EIN, EID6;,eetc.).__ , " Recordable Indications as applicable). Results Legend: -NI,- No Indications RI- Recordable Indication 10- informaiion Only Recordable Ihdicatlon Type Codes;'A Cracks (Characterize and Size) 3. Setiements Or Deflectionsti M. Scallngq).iusling B. Exposed Reinforing, Steel H Degraded Patches or Repairs N Coating Deterioration C, Exposed Metalli* items"(Othei). I PopOuts. Voids, Honeycomb 0 Abraasion, CavitaMn,. Wear D Evidence Of Grease Leakage ", Spaels P Air.Voids I Bug Holee I Evidence Of Moisture K. Cold Joint Lines 0. Efftorescence F .Leaching Or Chemical Attack .L. Corrosion Staining R. Other:(Explain) SupplementalInformatibn. _JYes.0No 4o Sketch yideo [3 Other (Desibe).____. ____ _ .,._- :Results. AccpLab~e !Yes (INo.EXAMINER/EVALUATOR -n__.._ __ LEVEL. 2 .. DATE //, .STATIONIADMIN REVIEW , (Pint ...V-- 1w,, .DATE U/S bo .I)This section only if Examtiner/Evaluator notes RI or Unacceptable condition. RIlor Unacceptablreults Accep yes ] N0 Addifional Adcions;-.junReq2ln tza vt .ovv er Iq,$ue Report etc notlatedtC i Ari0, ..LEVEL IIl or RE REVIEW Wts srpr'aecrs! _ , DAT AIREVIEW Las aippiccaptei _____________________________ DAME Page -of __ TM-N 1043: APPENDIX A Revision 0, Page 124 of 350 I i I I ER-AA-336-018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class.CC) ContainmentConcrete VT-ICor VT-3C Visual Exam)intion NOE Report.Page 1 off----Stat~ion Unit: Datei B Report No:;Syte m on : .. ... W N m It Location: Buifdlng:IV j,,,1w" Eiev.: Col,::: Row: Azlimuihaed[us:.ExamTe:Tp [1D)DV [GVOVT-IC VT3C Type.OfExam: RIDirect [)Remote, MaU. T/ype: e4,-xt-Design Drawing(s) PS 144 .....i_:I=. .]._(Sbj ' Surfaceý/ Components Coated; El YES O M&UE' Use'd:/o_ .... Test Card, .UTC ot Seribl , ,:C[ D~eDt5/i Illmlat~n se .. .llum nai~ Veriffed;, Date:, f-g4,-.o9 T 671 Ala'I Slpecifc .1 0ioA. ...... .Component I Item* Number and .RESULTS, Explaign,! Natio O ld Description N! RI TYPE 10 (Asaminimum.Record LoCation and Size of (e:g. EIN, EID,.etCL) .' .Recordable, Indications-as applicable)

1. 0 ef edeI~t -o*N11-No Indications, Ri, rRe r blaIndilcatlon, IO-infoirmation Only .. .!. ..'. 'Recordabe Indication TypeCodes;A Cracks (Chariacterzeand Size) A .Settlemens Or Djflections M. Sý alng ý.. tlrng 6. E6posed~keinforcing Steel H.+ Degraded-Oat~lias,&Re6 rs Coaing Detediorallon C, Exposed Metalltitloms (pth*) 1. Poutds:, Voids, Honeycomb

0. Abrasion Cevllathi, Wear D. Evidence Of Grease Leakage J., 8palis ... P. Nr Voids /:86g Holes E. Evidence Of:Moisture

.... K. Cold Joint Lines, 0. Efftorescence F. Leaching.Or Chemikal Attack L. c~n-sIonrS1Ijlhng ._ Other((F.Vxplln) Suyp_!!m enta1 Info~rm'ation:'E e El,s-ke~tch L0 0hoto EIVII o [IJOther (DescriLbe).' -- ..Relts ble yQYes UNo REVIEW; EE ..Z DT - (P, _ppctl ¢fon tojjo !9e-nlyIfxamlfirEvlaor notes R'I or RI or Unacceptablwrsui j '-Yes [I No AdtRonalActioeiss'-... tMl W ,O~idt, e.Rq etc. Initiatedb 16fCo i ca, ...LEVEL III or RE REVIEW (as e ppl-Drle) Tn e i ANIi REVIEW (as applhe) oAr Ta Page._ of: ._ I I I TM-N1043: APPENDIX A Revision 0, Page 125 of 350 ER-AA-33B.018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CO) Containment Concrete, VT-IC or VT-3= Visual Examination NDE Report Pawe 1: ol 1 Station: ! .Unit: I Date: ! ._ Report No: System: Component: WO No(s).::,se 2 755- L Location: Building: , 4-1, Elev.: Col.: Row: Azimuth/Radius:" Exam Twoe: nl DV f-GV iMVT-1C f-VT-3C Tvrue'OfExam: 0Dllrect ERemote Mail. Tvoe,'/,A1Y"4e I Design Drawing(s) P5. --Z5 Visual Alds: A(ep./ .Surface: ID .0( -Surface I Components Coated: YES NO M&TE Used: h .Test Card UTC or Serial No. Cal. Dub Date:NA I Illumination Used I"ZAA ,,g_- Illuminatlon Veriffied: Date: Time: /:'PA4.Special / Spclf'lc~lnrubtiords:ý Component /Item Number and RESULTS Explanatlon ! Notes Description NI RI TYPE I0 (As a minimum, Record Location and Size of (e.g. EIN, EID, etc.) Recordable Indlcations as applicable) 2 ' ArA &P SMd0Nr--4 e A -16AI 4 )442-24 +e~sc6e&A44re.$6

t. /5, tioo e.A.. ... .... __ ____ ____ ___-ResultsiLegend:

......._NI-No-Indicatlons.. RI -Recordeble Indlcation 10- Informealon Only Recordable Indication Type Codes: A Cracks (Characterize and Size), G. Settlements Or Deflections M. Scaling I Dusting Ba Exposed Reinforing Steel H; Degraded Patches or RepairS N. Coating Deterforalltn C Exposed Metallic Items (Other) 1. Popouls., Volds, Honeycomb

0. Abrasion.

Cavitntion Wear D. Evidence Of Grease Leakeage J. Spallsq P. Air Voids IBug H01o E. Evidence.Of Moisture K. Cold Joint Unes Q. Efflorescence: F. Leaching Or Chenilcal Attack L Corrosion StalnIng RW Olher (Explain)Supplemental Information

OYes .. o Q. Sketch Il-Photo FJVideo E]. Other (DescrIbe):

Results: Acceptable J~es [.iNo EXAMINER/EVALUATQR tPrint a S~nh.-.a,_4 ,, &. ' LEVEL .DATE 5,/'STATIONI'ADMIN REVIEW ---(Print A Sign) t ~ ~ a ~DATE ~13 C _This section t only If ExaminerlEvaluator notes RI or Unacceptable condition. RI or.Unacceptabl resultsAcceptable .K1Yes El No Addlitonal Actions;(Allon Request, Work POrder, Issu_ Repodr etc. IniUaled for' C.o teilf -. .LEVEL III or RE REVIEW (asaplce)1& 2 L L'.uP 7 G AT: 6 2 ANII REVIEW-(as applicable). DATE: Page of I TM-N 1043: APPENDIX A Revision 0, Page 126 of 350.1.j I f ER-AA-335-018 Revision 5 Page 32 6f32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-IC or VT-3C Visual Examination NDE Report Page I of I station Unit: £ Date:: 'Report No: mponent:, ;4,Z (.. WO No(s),: 2O' 7%. :L Location: Building" El2ev.: Col.: Rowv Azimuth/Radius: Ekam Typ.U DV EjGV` 1,VT.1.C E]VT-:3C Type Of Exam. HDirect "LReniote Malt Design Drawing(s) F'5-.-... Visual Aids: AA ...Surface: ID Surface/ Cornponents Coated: .C1 YES NO M&TE UsedW*,4,d. -H Test Card UTC or Serial No. M/A. Cal. Due Date:iv/4 I Illumination Used l .J Illumination Verified: .Date:8- 'Z25..r0g T..me: 7?.6AM Special / Specific Instruct0ons: J A(be.. _Component / Item Number and RESULTS Explanation / Notes DeScription NI RI TYPE 10 (As a minimum, Record Location and SIZe of (e.g. EIN, EID, etc.) Recordable Indicallons as applicable) ~V/Results Legend: NI -No Indications RI -Recordablelndicatlin 0- Information OnlY Recordable IndicatUOn Type Codes: A Cracks;(Characterize and Size) 0. Settlements Or Deflections, M. ScalIng94 Dusting B. Exposed Reinfordng Steel H. Degraded Patches o Repalirs N. Coating Deterioation C. Exposed Metallic Items (Other) I. Popouts, Voids, Honeycomb

0. Abrasion.

Cavitation,. Wear D. Evidence Of Grease Leakage: J. Spalls P. Air Voids/ Bug Holes, E. Evidence Of Moisture K. Cold Joint Unes. 0. Ellre",,scence F. Leaching Or Chemical Attack L.Corrosion Staining R. Other (Explain.) Supplemental Information

E]jYs 90o [J Sketch []Photo []Video [] .the'r (De~rbek:, Results. Accelable.

Yes E]No. L -EXAMINER/EVALUATOR ' LEVEL ZI? DATE ?STATION/ADMIN REVIEW This section ttdonly If ExaminerlEvaluator notes RI or Unacceptable condition. RI or .[1Yes I] No Additional Actions: Work Order, Issue Rapodr, for LEVEL Ill or RE REVIEW (as tea /0 1 ANI REVIEW (as applicaw) / DATE;, Page of I TM-N 1043: APPENDIX A Revision 0, Page 127 of 350 I r ER-AA-335-018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-!C or VT-3C Visual Examination NDE Report Page 1 of 1 I I 1 Station: "Q,4i'1 J Unit: / Date: Report"No: System: , Component: V WO No(s).:.'Locatlon.. Bulldlng:'ýl Elev C..oL: Row. .Azimuth/Radius:, Exam TYpe: f] DV IGV RIV'-IC FIVT-ý3C Tvye Of Exam: [TlDirect nRemote Mail. TVae;z:ý. v.-4e Design Drawing(s). Visual Aids: ;,, Surface:, ID. OD Surface iCom ponents Coated: R.YES& 0h-NO-+ý 1'i40 M&TE Used: ,,,Pe- f' I Test Card UTC or Serial No. A .Cal. Due Oate:A,,// I Illumination Used -,ts t Illumination Verified: Date: -.Time: 7 -,41-Speciaill/specific Instructiofis: I At.ve._..Component I Item Number and RESULTS Explanation /'Notes Description NI RI TYPE IO (As a minimum, Record Location and Size.of (e.g. EIN, EIDjetc.)_. .. _ Recordable Indications as applicable) 2-' 4,e- e- m !ore-&k aybvic4 Results Legnd:..NI -No Indications RI -.Reaordale Inedication 10-.Information Only Recordable Indication Type Codes: A Cracks (Characterize and Size) 0. Settlements Or Deflections M. scaling I Dustng.Exposed Reinfordng Steel H. Degraded Patches or Repairs N. Coating Deterioration, C. Exposed Metallic Items (Other) I. Popouts, Voids,. Honeycomb

0. Abrasion, CavItatfon, Wear D. Evidence Of Grease Leakage J. Spells P. AlrVolds / Bug Holes-E. Evidence Of MoistureI K Cold Joint Unes Q. Efflorescence F. Leaching Or Chemical Attack L Corrosion Staining R. Other (Explain)Supplemental Informaton.:

E-Yes -No .[ Sketch [-Photo []Video I] Other (Descri.be): Results:, Acceptable Xtes [N0o,....EXAMINER/EVALUT, /.LEVEL .-2..T DATEYL tPdnt a Stra. Amet. , 4 LEVEL ,DATE STATIONIADMIN REVIEW (Pdnt A Sign) -.2 LOb DT This section to TT. ýý,e only If ExamlnerlEvaluator notes RI or Unacceptable condition. RI or Unacceptablosults Acceptabie)

• 'Yes LI No Additional Actions: (Action Request, Work Order, Issue Regalct. etQ Iated (or Cot r. Vs Cclo __._._..LEVEL III or RE REVIEW (ssppi ./_caz ANII REVIEW (asappicable)

DATE: Page _ofr_I I TM-N1043: APPENDIX A Revision 0, Page 128 of 350 I.//ER-AA-335-018 Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-IC or VT-3C Visual Examination NDE Report Page 1 of 1 Station T Unit: Date: ,-" Report No: j, 0 ComponenIt: -" WONo(s).: 72g!,i" Location: u Col.: Row: Azimuth/Radius: Exam Type: --DV EjGV 2VT-1,C E]VT-3C Type Of Exam: [_RDirect [.IRemote MatI.TyPe Design Drawlng(s) Visual Aids: /,o/MC.Surface: ID 0 Surfacel Components Coated;a E YES k[ NO M&TEUsed: .Test Card UTC or Serial No, C/A. Cal. Due Date:Ni _.Illumination Used X I A .-4 illumination Verified: Date: -., At.Special/ Specific lnstructions:i' _"Jn~,q......-.. Component/ Item Numberand RESULTS Explanation I Notes Description 'NI RI TYPE 10 (As a minimum, Record Location and Size of (e.g. EIN, EID, etc.) Recordable Indications asapplicable) qieo# t.&jr~o.~ v~lWAK~ ~ts4rip 4r~oUA eA$J4V&A' .... / ~ Id 6.. ...Results Legend: NI -No Indications RI- Recordable Indicaton 10- Informatlon Only Recordable IndicatlonrType Codes: A. Cracks (Characterize and Size) G. Sbttlements Or Deflections M. Scaling I Dusting 8. Exp"osed Reinforcing Sreel H. Degraded Patches or Repairs N. Coating Detedoralton C. Exposed Metallic Items (Other) i. Popouts, Voids. Honeycomb

0. Abrasion, Cavitation, Wear D. Evidence Of Grease Leakage J. Spalls P. A /Voids/ Bug Holes E. Evidence Of Moisture K. Cold Joint Unes Q. Efflorescence F. Leaching Or Chemical Attack L CorOsion Staining R. Other (Explain)Supplemental Information WNo S1ketch []Photo C1 Otlher,(Describe):

...... R its: ,ccept'aU K Yes [-lNo ...STATIONIADMIN REVIEW (PtInt &.s!qn) DATE This section to beq ojppe4sdonIy If Examine'rEvaluator notes, RI or Unacceptable condition. RI or r s Acceptabl -'Yes [I No Additional Actions: (A41on Reauosl. Work Order, Issue Rogretc. Inlated for c!t )LEVEL III or RE REVIEW (as i 16cbe ANII REVIEW'(as applicable) DATE: Page of TM-N1043: APPENDIX A Revision 0, Page 129 of 350 I I I ER-AA-335-0118 Revision 5 Page 32 of 321 ATTACHMENT6' ASME IWE (Class CC) Containment Concrete VT-1C orVT-3C Visual Examination NDE Report Page 1 of I$tation,.-,'- Unit.,j 'Date; %-/I Report No: mponent tm Nentd WOR No(s)Elnt on.:, / .Notes Loc (e.g. SBuilding: Elev.: CoR.: now: Aas imuth/aclu.a Examn Type: Q .DV E]GV IMVT,!C D]VT.3C -Type" Of Exam: Mir'ect E]Remote ' MatlType ' ,,t Design Drawfing(s) Visual AMd: A/0,,q Surface: ID (-..... SurfaceI CompbhentS Coatedl: QYES E.' et nNO M&TE Used: ,V,i _4 [ Test Card UTC or'SedialNo! L4/.A Cal. :DueI Date:,/.Illumination Used verified: .. ie-,, Sea/Speciriilrnstructfons-: Component /Item Number and .......RESULTS 'Explanation/INotes NctI-N'o In NIc RI. TYPE to(Asa minimum, Record Location andSize of DesN.llcrito N ITYE I Recordable Indic~ations as applicabIe) " Reut~gend: ....-NI -No Indications RI -Record~able Indicaiaon. 10 -Informatlon.Or_* Recordable Indication Type Codes: A. Cracks (Characterize and Size) G. Settlements Or Deflections M. Scaling / Dusting B. Exposed Reinforcing Steel H. Degraded Patches orRepalrs N. Coating Deterioration C. Exposed Metallic Items (Other) I. Popouts, Voids. Honeycomb

0. Abrasion.

Cavitation, Wear D., EvIdence Of Grease Leakage J. Spalls P. Alr Voids I Bug Holes E. Evidence Of1Molsture K. Cold Joint Unes Q. Efflorescence F. Leaching Or Chmlcal Attack L Corroslon Staining R. Other Supplemental Information: Eyes No E Sketch I-lPhoto. iVideo El- Other (Describe): Results' Acceptable &Yes L]No. "/ ---LEVEL ,DATE /'0.j (Paint & Sign) iI,/,i Id g ,......... STATION/ADMIN REVIEW (Print &, sign) .ýC5]=m AE'Jrj This section to bebompteted only If Examiner/Evaluator notes RI or Unacceptable condition. RI or Acceptable Fý Yes 0I No Additional Actions: (Acton Request; WorkrOider. Issue Repod, etc. Wnltlatod Wf Corr .LEVEL III or R E y(ATE: &< ) )Pae o ANRIREVIEWIasaplcabte. DATE: Page of__ TM-N 1043: APPENDIX A Revision 0, Page 130 of 350 1 I I ER-AA-335-018 Revision 5 Page 32 .of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-IC or VT-3C Visual Examination NOE Report Page I of I I Station: j-A Unijt: ,ae Report No: System:~~~m o t C Po ~ WO No(s).: ~E2~7S'5 (Locaton! ....... SW .COI.: Row: Azr,=,,aiu,,°- ExaM lype:E3 10 DV EIG VT- iC E]Vr-3C. rype0f Exam: Uloirect iMatl. Typeo Design Drawing(s), Visual Aids: ,VA.-Surface: ID OD Surface Corpnonents Coated: YES .NO MMTE Used: A e- --Test Card UTC or-Serial No. &(k Cal. Due Date:,/-4 HIuminationUseW Illumination Verified: Date: :Sý- Tim-e: [;. s§pecial /sipecific Instnudti0.s'.s M ..component /Item Number and. RESULTS. Explanation I Notes S Description 1NI RITYPE j0 (Asa minimum, Record Location and Size of.... (e.g.'. EIN. EID, etc.) ....._Recordable.!IndIcations as applicable) 2'A(IA aýeirie4 AMO&4A )1/4-32 eAlq/1 ec.4 Results Legnd: NI -No Indications RI -Recordable Indication 10.- Informaion Only Recordable Indication Type Codes: A. Cracks (Characterze and Size) G. Settlements Or Deflections K. Scaling I Dusting 8. E*osed ReInforcing Steel H.. Degraded Patches or Repairs N. Coating Deterioration C. Exposed Metallic Items (Other) 1. Popouts Voids. Honeycomb

0. Abrasion, Cavitation, Wear D. Evidence Of Gvease Leakage J. Spoils P. Air Voids, Bug Holes E. h Evidenct Of Mtosture, ColdyJo I inles a.t EfflorescUncepc i Fi; Leaching Or; Chemical Attack L Corrosion Stinling R. Other (Explain)Supplemental .Informstion:. , Yes:._ No Q [ Sketch E]Phot0 E]video' ..l-Othe.r(Qesclb)

Results: Acceptable kYes UNO ,,-EXAMINER/EVALUATR .....SI"ATION/ADMIN REVIEW- ...Sin ... ..r ::,a.,,. ,, s, DT'/ /o Thls-section to be completed

only If Examlner/Eval~uator notes R1I or Unacceptable condition.

RI or Unacceptable t -cceptab-leus jYes El No Additional Actions: ,0r1Reiuest, Wofk OWder, Is"su Reeral, c,. itlated f .Cor o)I ,_.......LEVEL liI or RE REVIEW (as a AN'I REVIEW(" applicable) _... DATE: Page: of TM-N 1043: APPENDIX A Revision 0, Page 131 of 350 I I.I ER-AA-335-018 Revision 5, Page 32 of 32 ATTACHMENT6 ASME IWE (Class CC) Contaihnment Concrete VT-IC or VT-3C Visual Examination NDE Report Page 1 of I Loc-ation: 1, 161ding'. ,v. ... C'ol: ... Row: " ..Azimuth/Radlu'sl,"-- esin.Orawin ) a "VisualAlds: aaý.Surface: 'It) 00 SurfaeI CompnonentsCoated: A Y.S NO M&TE Used: st Card UTC or Serial No. ..Cal, Due DateF: Illumination Used .d ._ Illuminatlon Verified: Date: -6: Time: 7 s ecialt /Specific instutid IIs: 14ve~'Component/Item.r Number and RESULTS Explanation I Notes, Description Ni Ri TYPE 1o (As a minimum, Record Location and SIze of i(e.Ai EIN, E!D.etC.j .. ... _ Recordablelndtcilonsasappkicable) ~',ve ~ eeOmrcCie VA~c xr Results Legend: MNI- Nblndications RI- Recotdable Indidatlon 10- loformation Only Recordable Indication Type Codes: A. Cracks (Charactertze and Size) G. Sietlents Or Deflectons ,M. Scaling I Dusting B. Exposed Reinfrcdng Steel H. Degraded Patches or.Repairs N.

c. Expose6d Metelitcltemsh(Other)

I., Popouts, Voids, Honeycomb

0. A"alon.Cavitation, Wear D. Evidence OtfGrease Leakage J. , $Polls P. Air Voids Bug Holes E. Evidence Of Mostur , IK Cold Joint Lines A. Effloresncen, F. Leaching Or Chemical Attack L Corrosion Stalning R. Oilier (Explain)Supplemerntal Informatlon:

[Yea INO ]I Sketch [IPhoto, Q3deo 0 Other ( Describe): Results.- Acceptable-EXAMINER/EVALUNT ,_._._ ,______ .A .... ......P0datS a &_____________ LEVEL DT STATION/ADMIN REVIEW (Pw nslag_) DATE 0.."-..This section to b _,,flpletedniy If Examiner/Evaluator notes RI or Unacceptable condition. Ri or UnacceptableirsACcet 'Yes 3 No Additions! Actions: (Ainq RpUOGL Work Offer. 133ue Report. eta~ Inrilated ro( Corfa5tWeA Acien, LEVEL Iii of.RE REVIEW(.s ANII REVIEW f cabis __DATE ..Page -ýof 4 TM-N1043: APPENDIX A Revision 0, Page 132 of 350 t I ER.AA-335-018 Revision 5 Page 32 of 32 ATTACHMENT6S ASME I WE (Class CC) Containment Concrete VTIC1 or VT3C WVsual Examinatin NDEO Repof P a g e 1 o f !I .. ....I station:i -Unit : Date: S -- -069 RepottNo: System:C4e..Component: WO No(s).: AZD ISS IL Location: Buididng:,1 Eaev.: Col.: Row: Azimuth/Radius: Exam Type: Qi DV IJGV Type OrExam: f.Rembte Mall. Type: ic&4c.Design Drawing(s) Visual Aids: ON),.-_eurfa _ ..... c: 1 -(9z.Surface / Compronents Coated: YES El. NO M&TE Used: -o L i. o (1 & f,.o.TOtCard UTC or Serial No. A" Cal. Due Date:., I IlluminatiolnUsed Il-umination-Verifed: Date: -i-1 Time: " 6pecial /.Specific lnstructions:I Component / item Number and RESULTS.. Explanation,/ Notes Description NI1 RI TYPE -iI (Asa mihlmum, RecordLocaton and Size of (e.g.iN, EIDetc)_ Record'Able indications as. applicable) 2'Afew i comeur~eke A 1mle~c- 'ACL.j~4 44 4-14V 0AtEposd Me-a@item4JOAhe) pI.A 4obcob O Aba' L on,-iw Caitain, ear .1L~A c K4p e O ti tyI JA( /0% e~Res NI -No indicallons RI -Reodblerindication 10- Information Only-Recordable Indication Typo Code0s: A. Cracks (Charecterize and, Size): 0. Settlements OrbDeftectionhs M. Scalirg i Dusting 8. Exposed-Reinforcing Steel H, Degraded Patch"s or Repairs N. Coaingr Deterioration C. Exposed Metallic items (Ofthr) I. Popouts'. Voids., Honeycomnb

0. Abrasionh, Cavitation, W~ear D. Eviden6ce Of Grease Leakage J. Spells. F. AirVbldsrI ug Holes E, Evidence Of Moisture K., Cold Joint Uines Q. EBftore5,ence, F. Leachrngjor Chmlbcaf Attack L. Corrosion Staining R. Oher (6xpli)Supplemental Information

CJYes CKNo I] Sketch OEPhoto iVideo El Other (Describe?:

Results: Acetable NoYes No&LEVEL , DATE , 1 STATION/ADMIN REVIEW rx-.._ DAT (Pt&S~) DATE, This section to bonly if Examiner!Evaluator notes RI or Unacceptable condition. RI or UnacceptablI Acepjable .Yes No Additional Actions: (Ato Request. Work .. .. R ort. etc. IniHited for Co .reotlleA. .on) ..LEVEL ill or RE REVIEWýVV (as ap."cable) DTE: 1Yi __ANIl. REVIEW (a .pptcsbe) /".. -DATE: Page Of I TM-N1043: APPENDIX A Revision 0, Page 133 of 350.I p1 ER-AA-335-018 Revision 5: Page 32 of(32 ATTACHMENT 6 ASME IWE (Class CC) Containmenit Concrete VT-IC or VT-3C Visual' Examination NDE Report Page'1 oflI I]I:Unit:L Date: Report No: System1i.. Component: V, 1-3? WO No(s).: .Location: Building:40 1 CwfB I i Elev.: Col.: Row: Azlmuth/Radlus: Exam Type: U DV []GV I]VT"-1C fJ]VT-3C Type Of Exam: rjRemote ."MatU. Design Drawing(s) Visual Aids: ,joje Surface: ID (OQD Surface/ Comronents Coated: YES .'.,Q 81?-b*M& Used "Test Card UTc or Serial No. GCl. DuelDate: "l III I lumlni0nUsed IlldA- '4 ' " lluminationVerifled: Date: -Time:. :A'--Special I/Soecific lnstructi6 ns: I Afqe Component I Item Number and RESULTS Explanation Descripton NI RI TYPE 10 (As a minimum, Record Location and Size of (e.g. EIN, EID, etc.) Recordable indications as applicable) Z 1 6-~t~ r Cv;'4-Cff.A AmukJl P ,W * " 4- P~fele.Af I V-132 Sktvp/-rop e48d 4mAd~ Are-A.."Resullt Legend: NI -No Indications RI -Recordable Indication 10 -. Information Only Recordable Indication Type Codes: A Crocks (Characterize and Size) G. Settlements Or Deflections M. Scaling I Dusting s. Exposed Reinforcing Steel H. Degraded Patches or Repairs N. Coating Deterioration C. Exposed Metallic Items (Other) I. Popouls, Voids. Honeycomb

0. Abrasion, Cavitation, Wear D. Evidence Of Grease Leakage J. Spalls P. Air Voids I Bug Holes E. Evidence Of Moisture K. Cold Joint Lines 0. Efflorescence F Leaching Or Chemical Attack L Corroslon StainIng R. Other (Explain)Supplemental Inrormation

[lYbs .1&So E. ] Sketch LJPhoto [iVideo El] Other (Describe):

I Results: Acceptable rdYes ElNo EXAMINER/EVALUATOR " , 42_!I'A (Rint a 619gn)t 72.)'1o .AJk' LEVEL .L DATE L.3- Y STATIONIADMIN REVIEW (Pft , Sign) " z d--7.--- DATE 1(11 TcO This section to obo pjqjqgnly if ExamInerlEvaluator notes RI or Unacceptable condition. RI or Unacceptab~leessuls Acceptable) [NYea .e No Additional Actions: (Ation RequesI. Wo.k Oider, Issue ReporL. etc. nitiated W Corre Allo LEVEL Ill or RE REVIEW (as applicaWbe) / '- < ý/'!-.iZ. " -.I;.,ATE: L Q ANII REVIEW (as applicable) DATE: Page__ of_ TM-N1043: APPENDIX A Revision 0, Page 134 of 350 I ER-AA-335-018 Revisibn 5 Page,32of 32 ATTACHMENT 6 ASME IWE (Class CC), Containment Concrete' VT-IC or VT.3C Visual. Examination NOE Report Paae I of 1 Station: <1 Unit:, Date: .I 30 I Report No: System, " Component: V;. WON(s):: -1Z 64'Location: a I.dIng ... Elev."' Co0.! Row: AzimuthlRadus:. Exam Type: ['DV 30 Type Of Exam: nIpirect C]Remote Mall. Type: &.,,t.Design Drawing(S) .VIsual Aids: e..Surf(ce: ID 0 Surface / Componiehts COated: 9 YES E] NO 6Jde. I TestCard UTOorSerlalNo. A/A- Cl. Due Date: -I illuminaflOn Used. I ..' " IIllu'minatlon Verified: WDae: I-.'-'3 .Time: 1, PM Special / SpecificlInstructirs: Its:_4 , ...Component Iletm Number and, RESULTS Explanation / Notes DescrIpton NINf RI TYPE IC. (As a minimum, Record Location'and Size of (e.g. EIN, Ell), etc.) Recordable Indications as applicable) 4ftp ef .01"_V-4,+e ft4fjrcscLeJe. " w ei irmuti~l VI15Z 906kV WA Il T, .. id eýg. ElN, Isc). ...Results Legend:-NI -No Indications RI -Recrdable Indication. 10.- Infonnatlon Only Recordable Indication Type Codes: A: Crocks (Characterize and Size) (3. Settlements Or Deflectlons M. Scaling / Dusting B. Exposed Reinfordng:Steel H. Degraded Patches or Repairs N. Coating Deterioratlon C. Exposed Metallic Items(Olher) I. Popouts, Voids, Honeycomb

0. Abrasion, Cavitation, Wear D. Evidence Of Grease Leakage J. Spalls P. Air Voids/ Bug Holes E. Evidence Of Moisture K Cold Joint Lines Q. Efflorescence F. Leaching Or Chemical Attack, L Corrosion Staining R. Other (Explain)Supplemental Information

Noo Sketch []Photo []Video [10 ther (Oescribe):

Results: Acceptable ZYes []No t LEVEL 'DATE .U STATION/ADMIN REVIEW. tZ -..

• DATE 3JLis-0 (Punt &asign) D This section to be ,ctnpe only If Examiner/Evaluator notes RI or Unacceptable condition.

RI or Unacceptable'esuts Acceptable. ER Yes 0. No Additional Actions: jAct.on ReguesLWork Order, IssueReforl, am Initialedt f l v& .ft., LEVEL II or RE REVIEW (as applicable ).' Od .ATE: ANII REVIEW (as epplicabl) __.... DATE: Page -of_ TM-N1043: APPENDIX A Revision 0, Page 135 of 350 I ER-AA-335-018 Revisfon 5 Page 32, of 32" ATTAcHMENT 6 ASME IwE (Class CC) Containment Concrete VT-C or VT-3C Visual Examination NDE Report LPag 1 of .Statlon: Unit?' / Date: if.':Report No: System: Bun.,omponent ,; o WO No(s).: 6/au LOCain:: iv: C EWV;'...l.:' Row: Azimuthl.Radiu. Exam TVoe: fl DV FIGV fP4VTJ"C -VT-3C Twoe Of Exam: fRemote Maal.TVoe: r),,4f IDesign Drawing(s) Visual Aids: ,1,/O Stirface, .... i ' O-DJ) -Surface I Comp'onernts coated:,,,E:]'YES-O.....NO Sp~cial /SpeciftI srciSDtiOnsI .Je Ab .... ....* Component!l Item Number and RESULTS,.. Explanation Notes Descrptio NI l TYE 10(As a minimum, RecordLocation'andfSize of, Oesc IN, ENi RYdc.) __ Recordabte indications as applicable) ý4 1e1 g:. EiN Aie .... .... .... ... .. ..... j .. ..5 gu#4 5 pe4, l- J w ,Oi" "-'A t2PACA( 49'K~t~o~ ceA 4e1 ri Resulits Log Ni,- No indications RI- RecordableIndication IO-lnformatlcr Oniy Recordable indication Type, Codes: A. Crack (CharacterIze and Size) G. Settlements Or Dafleclions M. Scaling Dusting B. ExposedRelnfordn~gSfeel H. Degraded Patches'or Repairs N, Coating Deterlotlon C. Exposed Metallic Items'(Other) L. Popouts, Voids, Honeycomb

0. Abrasilon.

Cavitation. Wear D. Evidence Of Grease Leakage J. Spells P. Ar Voids / Bug Holes E. Evidence Of Moisture K Cold Joint Lines Q. Efflorescence F, Leaching Or Chemical Attack L Conrrson Stainlnj R. Ohqr (Explain)supplemental rnformait~.:D~ 2No _Sketch C101hoto [E]Vldeo-L] Other (Describe): .. ... ..... Results. A4 en ON~o, .....ýEXJMINER/EVALUA%% .....L DAT 21174-9fT -- ...STATIONIADMIN REVIEW This sectlon to m I only If ExamlnerlEvaluator notes RI or Unacceptable condition. R1 or Unacceptable r sults Ac-cep pI Yes 0 No AdditIonal.A.tions: J tAcdonftwes 12Wok Ord ssueI ~qRGDort. etc. l~i~ated for Cortmilye Actlop)LEV EL III or RE REV(aI E W a ('(ý~4. DAE " l,0 A~~~-(a REVIEWle (aZ-Vfabe Page, of I TM-N1043: APPENDIX A Revision 0, Page 136 of 350 ER-AA-335-0118 Rev~ision-5 Page 32 of 32 ATTACHMENT 8, ASMEVTWE (Classl ;CC)Continment.Concrate VT-orVT.3C Visual Examination NDE Report*Paae I of.i Station: 7'-1 Unit: " Date:/,..y-..7p ReportNo: S stem e mComnponent: )./4G WO No(s).:1U=4 Location: Suilding4rA,, ,.ýwr 6 Elv.:, CoP4: ROW: Azimuth/Radius: Exam Tpe. LI DV C :PV-3C Tye Of Exam: 0Direct [JRemoe Mat e'Design Drawing(s) Visual SUrface: ID' Surface ConrnonenttSCoated,. YES :x:NO M&TE USed: 0' I#wz(MJTest Card UTC..or Seial NOa,'M Cal. Due .at2e:.1-/A I Illumination Used *'a iow... Illumination Verified.: Date:w,-i,'.,? Time: /,,pr,, Speciaf Sp ecific nstrutions:I',,.- ComponentI Item Numbr and RESULTS. Explanatidro i Notes Description NI RITYPE "O (Asnainimum, OecordLocetion.andSize of fe g,%EIN.EID, atc.) Recordable Indicaiions as applicable). Ni- No indications RI. Recordable Indication 10- Information Only, Recordabte Indication-Type Codas: A Cracks (Characlerize and Size) G( Sehlements r Deflections M Scaling i Dusting B: Expsed Reinforcing:Steel H Degraded Ptches or'Repairs N CoatingiDeterioratiOn C ExposedMelalic -Iems (Othe,) I. ' Popouts ,,Voids. Honeyemb 0 Abrasion, Cavitation, Wear b- Eiden6c Of Grease Leakpages

Spalls P Air Voids/Bug Holev E Evidence Of Moisture K Cold Joint Unes 6. Efflo-escence F, Leaching Or Chemical Attack L. Corrosion Staining R. , Other (Explain):

Supplementall Informnation. 0J s NtNo [T1] Sketch [Ci1hoto fJie jOlther f ecle~I Res1tit. Acceptable 2IYes LJNO I I EXAMINER/EVAL UATOR LVL " AE- -STATflWONDM-N R-EVIEW -(Pifni A Sip) A, A= DATE 3-IIrsT1L°This section toj ci only It ExamIner/Evaluator notes RI or Unacceptable conditlon. RI orU naccepIab1eSIs:7Acceptab ele, Yes 1:] No v--- I Additional Actions:, A~cUon Reauest %Yoa Order isstte e!2n!Letc trdated for CotredweAction) LEVEL III or RE REVIEW as 8pp !bfiJ f LL x7f iJDATE.J'/ (7 ANtI REVIEW la ..e) DATE: I.1 Page of _._ TM-N1043: APPENDIX A Revision 0, Page 137 of 350 I I ER-AA-335-018 Revision 5 Page .32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment Concrete VT-IlC or V"-3C Visual Examination NDE Report Page 1 of I I Station: " Unit: / Date: -C Report No: system ,4,N.. Component: .. WO No(s);: , Location: Building: 1 ,,01A Elev.: Col.: Row: Azlmuth/Radlus: Exam Type: [I DV 0GV KVT-IC EVT-3C Tyie Of Exam: IiOrect [lRemote Matl" We/pnZAr'id _e Design Diawing(s) -p. Visual Aids: Ajlo,.Surface: ID (0D) Surface / Components Coated: , YES" Used: Tet C uTC or Serial No. NCa.DueDa .I'lluminaton UseI ,.. .Illumination Verified: Date: -2 .-PI Time: 7,1 AM Special /Specific lnstructi ns: .._ __I_____-_._... ...... ...... ... _ ....._ "".___...... __" __Component / Item Number and. RESULTS Explanation/ Notes Description Ni RI TYPE 10 (As a minimum, Record Location and Size of (e.g. EIN, EID, etc.) ... Recordable Indications a.s-applicable) 2',4fAore.c doe'-icrc 4 h rb w~d A e,6~eA u(irN ~~r~b A~- Crw/4 d'k Results Legend: NI -No0indications RI.- Recordable IndIcation 10.- Information Only.Recordable Indication Typo Codes.A. Cracks (Characterizeand Size) 0. Settlements Or Deflections M. Scaling Dustling B. Exposed Reinforcing Steel H. Degraded Patches or Repairs N. 'Coating etemioration C. Expbsed Metallic Items (Other) I. Popouts, Volds, Honeycomb

0. Abrasion, CavilatIon, Wear, D. Evidence Of Grease Leakage J. Spals P. Air Voids / Bug Holes E. Evidence Of Moisture K. Cold Joint Unes 0. Efilorescence F. Leachlng Or Chemical Attack L Corrosion Staining R. Other (Explain).S.upplsmental Infor'mation:,D,6!;c

[--1 0o Sketch []Photo. Q] Other (Describe): RI.or ..bResultsAcceptable rues rsNoA (PLVnt&LS gi or R (' " -aLEVEL JE DATE " .4 , STATIONIADMIN RDVIAT tt, &von) .-..DATE 3. .17Pg-This section tO ' If Sxaminer/15valuator notes RI or Unacceptable condition.I RI or Uhacceptabl:ýe~sults Acd ep.able [R.yes INo /Additional Actions: .I (Action Re uest,,Wotk Order, Issue ReportLotq, initiated for Corrctive Act!f_ , .. ..I _Page -of i I I i TM-N1043: APPENDIX A Revision 0, Page 138 of 350 I I ER-AA-335-.018 Revision5 Page 32 of 32 I ASME IWE (Class ATTACHMENT 6 CC) Containment Concrete VT-IC or VT-3C Visual Examination NDE Report Paie I of I Station: ,,4"'/ Un:,, Date:, .7 Report No:.System:. CompOnent: on WO No(4:) z -7%,i Location: eulld~ng , Eiev: C01.4 Row: AzimuthiRadlus: Exam Type: 17 DV []GVg !1C 'VT-3C Type Of Exam: ~pirect ORemote MatI. lType: 40b Design Drawing(s) Visual Aids: AA& ..Surface: ID Surface f Components C4atedd: l YES NO M&TE Used: A/fl.M " Test Card UTC or Serial No. 4M'1.- Cal. Due.Date:g/,/ I Illumiation Used FjJJJ, Illumination Vedfied:. Date: '-. Time: 7, A4 SPecial/ Specific Ins tuctin: , Component/ Item Number, and RESULTS Explanaiton/ Notes Description NI RI TYPE 10 (As a minimum, Record Locatlon and Size of (e.g. EIN, EID6 etc.) Recordable Indications as appicable) ?J~ ~ ~ ~ ~~~~F n~c A-L 40fQ 04"vk ~miw ~ ~ ~ ~ ie~ e b-22-- &.,44,r-s.i-Ici -/o cOt'lr U.P~Results Legend: .NI No Indications RI -RecordablelIndication 10- Informelion Only: Recordable Indication Type Codes:: A. Cro cks (Characterize and Size) Gi Settlements Or Deflections M. Scaling / Dusting B. Exposed Reinforcing Steel H. Degraded Patches or Repairs N. Coating Deterioration C. Exposed Metallic Items (0th r) I. Popouts , Voids, Honeycomb

0. Abrasion.

Cavitation,:Wear

0. Evidence Of Grease Leakage J. Spells P, Ak Vokds/Bug Hoes E. Evidence Of Moisture K. Cold Joint Unes 0. Eflorescence F. Leaching Of Chemical Attack _-. Corrosion StaIning R Other,(Explaln)

Supl~ementWa Information: [rYes INo Q. Sketch [jPhoto QLVldeo. [L.Other (Describe): , EXAMINER/ VALUAI$ LEVE p- g -STATION/ADMIN REVIEW , -- -DATE .... ".(Pdr_ Asign) .. ..This section to be completed only If ExaminertEvaluator notes RI or Unacceptable condition. RI or Unacceptable Cesu A Yes El No Additional-Actions: (Action Request. Work Order, Issue Repolt. eto. Initialed fot Corej 0ptllo, LEVEL III or RE.RMEVEW as, abi -.,(' .) DATE: .&."-, i ANI I REVIEW (as appelca) DATE: Page -of I. TM-N 1043: APPENDIX A Revision 0, Page 139 of 350 ER-AA.3336018 .....iRevision 5.Page 32;of.32 ATTACHMENT 6ýASME IWE (Class CC) Containment Concrete VT.IC or VT3C Visual Examination NDE Report Page 10fb I../I I Sta ion: 7-,ZUnit. Q ate,?;-/%4 Report No.: System-: e"r"Component:-. Wa No(s). Ob "," 7 Location: Building:- v -wr,',.r-Elev- .Row: Azimuth/Radlus' Exam Type:* DV t]GVyZVT-1C EVT-3C Type.1f Exam: FDirect L,.Remote Mail. T Desigh' Drawing(s)" Visual Aids: .w.-:surface: ID: Surface I CoMpnnents Coated: ( YES 0, NO M&TE Used:.j.- Test Card UTC or Serial -No. ,PA /Cal. Due'Date:./A. I Illumination Used Ay#,4i,#-' Illumination Verifted:. Date: Time: Special I Spec4ic Instructions: lw/, ............ ... ..Component Iitem Number and RESULTS , ,Explanation,,/Notes Descriptlon NI R T" iAs a minimum. Record Location and Size of I (e g-EIN. EID. etc) -l Recordable Indications as app 6cable)NI, Noindications, RI- Reordaie.Indic tion 10 -Intotmation Only.-' RecordablItilditation Type-Codes A Cfackt(Characterize and Size) G Settlements Or Dellections, M SCalingOusting H Iegraded Patcties~or Repwtrs N CatnDerorin B Exposed' Reinfoong Steel H egr~ Ptle0rRp N Cating Daeteroration C Exposed hjetallic Items (Other) I Popouts Voids. Honeycomb 0 Abrasion, Cavitabon..Wear 0' Evidence Of Grease Leakage i Spalls P Air Voids O8ug E Evidence Of Moisture K Cold-Joint Lines 0 lifflo'esconce F Leaching Or.Chemica.Airack L Corrosion'Staining R. Olhe i(Explain), Sup1emental Information E.JyesNo C[]Sketch. [Photo .Uydeo O'Oiher (Describe). ____________Res~Mis ýcce table O Ys, EJNo __-___EXAMINER/EVALUATOR jn__&Sin LEVEL DTE -__ ~~~DATE ~JJf.This section te.QMpleted onlyif Examlner/Evaluator notesRlor Unacceptable condition.: RIor Unacceptable ts" e I P. Yes r, No Add iional Actions Illor RE REVIEW':a, ,Pch e -/ 'P/7.< AT ,ANII REVIEW ,a. _ ________,_.___.___._.__.__........... DATE *_.......page -of __ TM-N1043: APPENDIX A Revision 0, Page 140 of 350 ER-AA-335018 Revision 5 Page 32of 32 ATTACHMENT6 ASME IWE '(Class CC) Containment0COnctete VT!-ICor VT.3C VIsual:Examlnation NDE Report Paael Of I'Station: 77Zi Unit: ,I Date:, ReportNo: System: ,omponen-o ..... WO No(s) j .Exam Type: EQ DV CJGV '[VT,-C CT] VT-3C Type 01 Exa"Direc E'Remote Mati. T..,Design-Drawing(s) ... Visual Aids:.q,ý ...Surface: ID urfacerlomponen S No MT e ;s-1 Card UTC orSerWalNo.*,4T Cal. Due Illumination Used 444mud., r- Ilumihation Vehrfted: Oate:-i'rM.Ttme: .W,#Compoonent I Item Number and ___RESULTS Explanaton I Notes np NI RI TYPE 1i (Asa minimum. Heco"d0LcationirnJ Sizeof (eg. EIN, E101 etc_).r _ Recordable Indicatilns as applicable) ... .___I__-'ResultesLegend: NI -No Indications R,- Recordable Indicalion 10- InformationdOty Recordable Indication Type Codes: A C r,.ks (Charancertze and Size) G, Settlements Or Deflectionsi M. Sciting 1Dusting.EXposed Reinforcing Steel H Degraded Patchesi or epairs N Coating Deterioration C Exposed: Metallic Items (Other) 11 Popo'us -Voids;. Honeycomb 0 Abrasion, Cavilalion, Wear Evidence Of Gteaseleakage .J Spalls P Air Voids eug Hole, E Evidence O Moisture K Cold Joint Unes d E Mlo:escnce F, Leaching Or Chemical Allock L CorrosIon'Staining R. Other (Explain)Supplementalfinformation ,L Yes KNo .jkatch [:]Photo L[JVldeo r Other' (Desciibe) ____________ ~Results. AcceptabIe Yes- jNo, __________ EXAMINER/EVALUATOR ...,__"_"_rPinl, Sih) ..t ,-LEVEL DATE*STATIONIADMIN REVIEW DATE ,3It J I:tp o v, &s s i n ) -Q-0'L '! " ,1 , .4 , .: .., D A T E " ! E L _ ; J this, SectI on to1 be i'n leto I tV ExamlI nerlEvaluator notes RI or Unacceptable condition. RI or Unacceptabiesults Acceptable' Yes El No AdditionalVActions:.jiýo RegueI sWrOk O/dqrtsop t ic. 4-.nit; e.ldi Co ... .ALEVEL IlI or RE REVIEW ras _ee__ " 7 ATE.i ,fLjo..LA; EIW(Isapwcba DATESl 'on Page _ of . TM-N1043: APPENDIX A Revision 0, Page 141 of 350 J ER-AA-,335018 I Revision 5 Page 32 of 32 ATTACHMENT 6 ASME IWE (Class CC) Containment .Concrete VT-IC orVT-3C Visual Examination NDE Report Paie 1 of 1: I I Station: Unit: Date: A 7IJjReport:No: Systemn: 601 Comnponent: WO No(s).: 7j Location:. Building:ci-C ýMIx~le. Col.: Row: Azimuth/Radius: Fv~ Tn -ri -1 11149J -4T.iýFVTAlTnAffeyr*v.Iint in nci Mt Tn: 11 J. *ý Ij~ fl**LL~~~ ~r* ~ ~ *~~'SJ4pjg~ 1, Design Drawing(s) Visual Aids: .j,.W Surface: ID 0 C-0 Surface / Components Coated: YE YS GNO M&TE Used:ftj ,#,ý,k ' I Card' UTC'orSerial No. N ,a- Cal. Due Illumination Usd1 ,t//, Illumination Verified: Date: 2. Time: '7 Specsial/ Speciflic~nstructiorns: I .. .. .'..Component) Item Number and RESULTS Explanation MNotes DescriPtion NI RI TYPE l0 (As a minimum, Record Location andSize of (e.g. EIN, EID, etc.) .Recordable Indications as applicable) 2-' ,~ree~h-? A 3 c&Wt1evif 9 J-*ZAAIVPA 4siI~~ PIv.J _ r/2. "p4 I/dAJ54A:ij Results Legend: NI .No.Indications. RI. Recordable Indication 10o-Information Only Recordable Indication Type Codes:., A. DCcks (Characterizo. and Size) G. Settlements Or Deflections M. Scaling I Dusting B. Eposed, Relnforcing Steel H. Degraded Patches or Repairs N. Coating Deterioration C. Exposed Metallic Items (Other) I. Popouts. Voids. Honeycomb .0. Abraslin,.Cavitation, Wear D. Evidence f, Grease Leakage J. Spells P. Air Voids I Bug Holes E. Evidence Of Moisture K. Cold Joint Unea Q0. Efllorescence F. Leaching Or Chemical Attack L Corrosion Staining R. Other (Explain.) Supplemental InfOrmation

E]Yes ONo .. Sketch Photo E]Video .[ Other, Describe: EXAMINER/EVALUATSRR.(Pdt &sig~ht ~,, -LEVEL J -DATE 11 STATION/ADMIN REVIEW -NW (Prhit aS In) 6-i .DATE 3 ( 10, -This section to b d jjdLonly If ExamIner/Evaluator notes RI or Unacceptable condition.

RI orUnacceptable (&Yes E] No Additional Actions: (AWion Request, Wort Order, Issue Report. eto. InI.fated for Coma veAcI _LEVEL Ill or RE REVIEW .a / icebe '2', r ,11146 ' DATE: 14' j, _ANII REVIEW(as appicable) ____________DAE Page _ of_ , TM-N1043: APPENDIX A Revision 0, Page 142 of 350 ER-AA-335.018 Reyision 5 Page 32 of32 ATTACHMENT 6 ASME IWE (Class CC)Contalnment Concrete VT-IC or VT-3C Visuai Examination NOE Report Page 1 of I Station:.-" .T- unit: I Date:, /7- .Report No: Sysem~'~mpnen: ~WO No(s),.e:2o66,7y5'6 I Locatlon: Building: C Bd1, -, Elev.: CoL.: Row: Azimuth/Radius: Exam Type: .DV [ GV 0QV-T-3C Type Of Exam: FDirect LIRemote Mall. Type: e, -Design Drawing(s) ,, Visual Aids: 4Ax, Surface: ID COD Surface / Components Coated: El YES W.-NO&TEUsed: .).zi l , , Test Card UTC or Sedal No. AMA Cal. Due Date:.'/,I Illumination Used 44,4, illumination Verified: Date: ' Time: /: Special/ Specific idstructlofis: I A/& __........... Component I Item Number and RESULTS Explanation I Notes Description NII RI TYPE I1 (As a mlnlmum, Record Location and Size of (e.g. EIN, EID, etc.) .......... Recordable Indications as applicable) b.3 4le .k 4f f 7 i'v,,,, k.,oA ,',, 'Results Legend: NI -No Indications RI -Recordable Indication 10 -Informallon Only Recordable Indicalion Type Codes: A Cracks (Characterize and-Size) G. Settlements Or Deflections M. Scaling / Dusting B, Exposed Relhforclng Steel H. DegradedPatches or Repairs N. Coatlng'Deterliratlon SC. Exposed Metallic Items (Other) 1. Popouts, Voids, Honeycomb

0. Abrasion, Caviallon, Wear D. Evidence OfGrease Leakage J. Spells P.. Ar Voids I Bug Holes E. Evidence Of Moisture IC Cold Jo1nt Unos. Q. Eflorescence F. Leachig. Or Chemical Atack L. CorroalIon Stanling R. Otheqr(Epleln)ý Supplementl Information

.ZyVes KN.o []'Sketch'ElPhoto

[fVideo [] Other (Describe): Results: AccepWable Yes [ENo -EXAMINE JYLUAJQR (PffntiSignl k{Lagft LEVEL ..l: DATE 2j/-1 69 STATION/ADMIN RNEVIEWD (P ~.RE, I DATE 01S I ..(plnt & 2i6n), This section tqbe.&Aixjaoed-knly if ExamIner/Evaluator notes RI or Unacceptable condition, RI or Unacceptabiresuts Acceptable) 9 Yes [I No Additional Actions: Aillonn Rieuest, WOrk Order, isV.o Repola etc. init Ievor Coi A_ __)LEVEL III or RE REVIEW na licab,. .-; .." DATE: Al ===_V ANII REVIEW (as applicabl) DATE: ___Page _ of-I I I 1301-9.1 Revision 20-Page9 ~of 16, ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveillance INSPECTED BY CONTRAC TOR FOREAN Date_ _VERIIRWE SY COGNIZANT QV INSPECTOR , , Date& 9 COGNIZAN 61tSTRUCT ENGINE , e o REVVEWED BY x --j 0D U5 z~0X* .F.-Teridon ,i~- tbt~, END: FIELD_( pleo vwasher)SHOP.j(2 piece washer)INSPECTION PERIOD jf.71 13014.A Revision 20 ENCLOSURE 6 Pag 9 of 16 Data Sheet 4 Tendon Btdtonhead Inspection 4VV ýN 4 4.7 ACONTACTOR FOREw .e Date_____.,, :COGNIZANT MECH/STRUCT ".. 1K V ~ ~~, ___ ___ ___ ___ ___WNZAT DV 1NSC OR1L, , REVIEWEDBY .~ ~ ~ ~ -' .....,E 0 0 INSPECTiON PERIODI A I END: FIEL_.T(1 piece washer).SH-iP. 2 piece waher)71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveillance, COMMENT. zkC~~we- 2Le- oo zaotiv +eA (AJ-,A 4 oy INSPECTED BY t CONTRACTOR FOREMANBY _ ,____,__ ._____ ,__._ "__COGNiZAT QV INSPECTORRE COGNIZANT MECK/STRUCTENGtNEER X at/Yc,'/REVIEWED BY o 41 (D m INSPECTION PERIOD14j, Tendon # j,'?.4 ;END: FIELDO(l piece washer)SHOP_ (2 piece washer) 1301-9.1 Revision 20 Page'9 of i6 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveilnce COMMENT- ~~s~~j4 a- z 0-u >o X Z LV INSPECTED. BY /CONTRACTOR FOREMAN dQ'- Date___VMRIlFIED BY Z ., ,/COGNIZANT QV INSPECTOR COGNIZANT MECHISTRUCT ENGI NDEatEe 0 REVtEWED BY INSPECTION PERIOD.~j4W Tendon# # 2,-3-3 END: FIELD .(1 piece washer), SHOP (2 piece washer)71-1301 .-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection

uz-CD 0 INSPECTION PERIOD, -"i Tendon # 14 4& c END

.FIELD'" (1 piece washer)SHOP__.I(_(2;piece washer)71 1301i4.Revislon 20 Page 9 qf 16 ENCLOSURE 6 Data Sheet 4 Tendon. Buttonhead Inspection RB Tendon Surveillance COMMENT-:5 im. S4A& k4- 7 ' (4), Z, i INSPECTED BY CONTRACTOR FOREMAN aoe_VERIIFIED BY QV INSPECTOR

_ Da e.COGNIZANT MECH/STRUCT ENGIN EER ,k -_ateI .i REVIEWED BY 00 0 X~0 INSPECTION PERIOD~sji14. Tendon # H 4bW6?END: FIELD...(1 piece washer)-SHOP " (2*piece washer)71 1301-9.1 Revision 20 Pa9e 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Butlonhead Inspection RB Tendon Surveillance COMMENT: =-,*q zrx 7. A')INSPECTED BY CONTRACTOR FOREMAN- Date_VMRIIFIED BY COGNIZANT QV INSPECTOR r-,,. Date .COGNIZANT MECH/STRUCT ENGINEER a. ' Date /A 4?', REVIEWED BY F z->0X INSPECTION'PERIOD,,,n Tendon # ffr/i- 69 END:F RELD (1 piece washer)SHOP.(2 piece washer)71 1301-9.1 Revision 20 Page 9-of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead InspeCtion RB Tendon Surveillance COMMENT: A 4--6' i, *Ui; z (D m C)0 INSPECTED BY CONTRACTOR FOREMAN __________ Date.,,.VERiFIED'BY COGNIZANT QV INSPECTOW 5 i/10! ,_ Date. .9 COGNIZANT MEC-/STRUCT ENGINEERý .,, REVIEWEDBY ..I!INSPECTION PERIOD~e~ox Tendon # AY"/-4k2 ENDP FIELD.._ piece washer), SHOP_,V_2 piece washe4ý71 Revision 20, Page o 16h ENCLOSURE 6 Data Sheet,14-tendon Buttorihead-Inspection RB Tendon Surveillance COMlMEt4T: .Z4'/wMs-,V4ex P7;tt " J6,-INSPECTED B'Y CONTRACTOR FOREMAN Date ,N E VERIIFIED BY COGNIZAINT QV INSPEC!,TODt P COGNIZANT MECH/STRUCT NGINEER REViED ..BY rn, z 0'INSPECTION PERIOD_____ Ten~don # &CL!- jr?END: FlELD (1 piece washer)SHOP. (2 pece wather)71 1301-9.1 Reiision 20 Page 9 of 16, ENCLOSURE 6 Data Sheet 4 Tendon Butto~nhead inspection RB Tendon Suwveiilance COMMENT: 54Adc, ki-.i4o cc~rrO~(OM-T>-U CD m 0ýINSPECTED BY CONTRACTOR FOREMAN Dae__Date VERIIFIED 'BY.COGZANT QV NETOc ,l/.COGNIZANT MECHCKSTRUCT ENG1NEERj D ate.REVIEWED INSPECTION Tendon.# A, L END: FIELD. (jpiece washer)SHOP_(2piece vwaser)71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection,)~e7rA-a1V/ R8 Tendion Suwvemlance COMMENT: , A aA,'d W46ý ml Ci7r~7 -4 J>CDm 0 INSPECTED BY CONTRACTOR FOREMAN- OVA Date ,,4g" VERIIFIED BY COGNIZANT 6V INSPECTOR-ý-- Date w-AY-4'COGNIZANT MECH/STRUCT ENGINEER.-- Date /' J k2c REVIEWED BY INSPECTION PERIOD,36?k 'Teidon# ....END: _iELD-(i piece washer)SSHOP (2 piece:washer) 71 .,- .3 1301-9.1 Revision 20 Page 9,of16 ENCLOSURE 6 Data Sheet4 Tendon Buttonhead Inspection RB Tendon Surveillance COMMENTh4,-4v44: 7"6ý'~~INSPECTED BY CONTRACTOR FOREMAN AtDate Y'jl VERIIFIED.BY, REOVIEWE BY NSPE CTO'Z-&Q-l4,'* .*-,-7 --ate//- Z/4 COGNIZANT MECH(STRUCT ENGINrE-Y-Dat_____ /REVIEWEDI Fn, 0 INSPECTION PER10OOJEM9 Tendon # ' -V9 END: FIELD j(1 piece washer); SHOP {(2piece washer)71 '1301-9.1 Revision -20 Page9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveillance COMMENT: ,vs j O -" A19> z5f(3jiAI to , 0 x 0 CONTRACTOR FOREMANEDate 'IERJIFIED BY COGNIZANT QV INSPECTOR 14 & .- I COGNIZANT MECNISTRUC ENGINEER De REVIEWVED BY INSPECTION PEIRIOO iýTendon# H ,c-, 4z END: FIELD (1 piece washer)SHOP_._(2 piece washer)71 1301-9.1 Revision 20 Page 9 of 18 ENCLOSURE S Data Sheet4 Tendon Buttanhead Inspection RBTendon Surveillance COMMENT: SkW~ 73J, 1)INSPECTED BY'CONTRACTOR FOREMAN gf A- Date VERJIFIED BY COGNIZANT QV INSPECTOR Il, e Date-a o COGNIZANT MECHISTRUCT ENGINEERg /L Datei , '., 70 REVIEWMD'BY rfi z>0 X C.>0 INSPECTION PERIO dde Tendon # H141 Z-END: FlELDX~(2 piece washer)SMOP...j2pecwahr 7.1 1,301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveillance COMMENT: ~5k .~ 4AC-r- L.4 6,/1 j, J )14,:s " INSPECTED BY CONTRACTOR FOREMAN Date______ VERIFIRED BY _ I'COGNIZANT QV INSPECTOR.COGNIZANT MECH/STRUCT ENGINEER D REVIEWED BY / I ro z>0 INSPECTION PERIODO " Tendon 9 V- I END: FIELD {(l piece washer)SHOP I_(2 piece washer)71 1301-9.1 Revision 20 Page 9 of 16ýENCLOSURE 6 Data Sheet4 Tendon Buttonhead.lnspectibn RB Tendon Surveillance COMMENT:6k,- .4e.k t(TA -g& Ce~fCO5I~AI 0 CD m 000 0 INSPECTED.BY /CONTRACTOR FOREMAN LI/k., Date VERIIRED BY COGNMANT QV INSPECTOR AAA ate ,COGNtZANT MECWHSTRUCT ENGINEER- --z DateI/. ,/" REVIEWED BY " INSPEC'iON PERlOQAJif,4 Tendont# V-I END: FIELD_., (1 piece washer)SHOP (2 piece washer)71 1301-9.1 Revision 20 Page 9of 16 ENCLOSURE6 Data Sheet 4 Tendon Butonhead Inspection I RB Tendon Survegiance COMMENT: .5Adu k 1 q.1 INSPECTED BY A !,,_.CONTRACTOR FOREMAN Date_VepdlFIEDBY B COGNIZANT. V INSPECTOREI'L COGNIZANT MECH/STRUCT ENGINEER 7I2teli REVIEWED BY U.z 25 -, 4,1 CD 0 INSPECTION PERIOD~4A Tendon,# V_3___END: FIELD (1 piece washer)SHOPC(2 piece washer)71 t301-9.1'Revision"20 Page:9'lof 16 ENCLOSURE16 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveimace COMMENT: 5 4 1M 4Ac s kk4-2" g~ eO~f~kJ INSPECTED BY CONTRACTOR FOREMAN K4/A Date.VERIIFIED BY COGNIZANT QV INSPECT0R Jv " ....L-- Datej COGNIZANT MECH/STRUCT ENGINEER Dik.fr > Date, io REVIEWýED EBY INSPECTION PERIOlz~tm Tendon -END: FIELD)..(1 piecewasher) SHOP (2 piece washer).71 130:-9A1 Revision 20: Page9 of 6 ENCLOSURES6 Te do Sheet 4 Tendo~n Buttonhead Inspection, AS ctfjvt t Rs6C'-Eo RB endon Surveillanrce COMMENT: ~ .54Ad- 4 -/'(NO)~r5o4 (~zA~~~)vee;4ply w , t~. ofe- -4ie- e.Off CC 4-+CAAS41CJ INSPECTED BY /CONTRACTOR FOREMAN ..te_,...VEPJIFIED BY COGNIZANTOQV INSPECTOR iKm!. atej COGNIZANT MECHiSTRUCT ENGINEERK g,/ Oata/"7 t/-REVIEWED BY /INSPECTION PERIOD & (Tendon -___V ________END: FIELD (1 piecewasher) SKOP_ (2 piece Washer)71 1301-m.1 Revision 20 Page9S df 16 ENCLOSURE6 DaitaSheet 4 Tendon Buttonhead .nspeqtion p 0 5 4 4 e,.1si~j.RE Tendon SumiveiInce, COMMENT-: ?.IS.zA'INSPECTED BY/CONTRACTOR FOREMAN- , Date__V E IF IE D B Y -D ate COGNIZANT QV INSPECTOR. COGNIZANT MECH/STRUCT ENGINEER REVIEWED BY;0 4-tJ>C,>CD m 0 INSPECTION PERIOD W Tendon:_# ___- ___END: FIELD (l piece .ashet)SHOP _(2 piece washer)71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon But~ton~head Inspection N6~4 Ap ea4,5~b RB Tendon SwveiUaiCe i9, INSPECTED BY Dt__CONTRACTOR FOREMAN Date,_VERIIFIED BY COGNIZANT OV INSPECTOR COGNIZANT MECH/STRUCT ENGINEERa BY /0)P F)o oX INSPECTION PERIODieA Tendon ____V ___16 _END: FIELD_.(1 piece washer)SHOP__.(._(2 piece washer)71 130f-9.1 Revisidnz20 ENCLOSURE 6 page9 of 16 Data Sheet 4 Tendon Buttonhead Inspection Ad / V.~T~1: V '\"! RB Tendon Surveillance -~~CommENT: 5kw~ 4~AC),,1 mnd~ .. o M.. 4)W, 00 a) -u 1 4 C) ' 43 (7 {/;." INSPECTED BYO, CONTRACTORBFOREMAN , ,te_ ___"_i\£..I ~~~VERH1FIED BY.- "., \ COGNIZANTQV INSPECTOR D__ ___ate COGNIZANT Z --.a:7 REVIEWED BY ,/ ....S T O Tendon ,I INSPECTION PERIOD.35

f. END: FIELD.._4(1 piecewasher)

SHOP_(j2:piece washer)71 1301-9.1 Revision 20 Page of '6 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection 'e4.ejýsjoAs re- w I re-RB.Tendon Surveillance COMMENT: tjo sk~v'r'No darrcoJc&AJ F. z-t>CDm cn~oX Cn INSPECTED BY CONTRACTOR FOREMAN IJ /A Date VERIlFIED BY COGNIZANT.QV INSPECTOR A/~L~e ~- --'atef-L ./--617 COGNIZANT ENGINEER --.Dati a REVIEWED BY INSPECTION PEI 'Ik I Tendon# )/-9O END: FIELD.__S,_C1 piece washer)SHOP (2 piece washer)71 1301-9.1J Revision 20 Paqe 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead inspection RB Tendon Suveifance COMMENT:.'~ ~ ~ t 7 N J FA.0 0/INSPECTED-BY /CONTRACTOR FOREMAN C ate___VERIFiED BY QV INSPECTOR",____-_ COGNIZANT MECHNSTRUCT REVIEWED BY INSPECTION PERIODiLe Tendon # , .....END: FIEL.D $ (1 piece washer)SHOP .(2 piece washer)71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Surveillance ýCOMMENT: --0 (4 J14, 1 ZJ 41) '/q dVo Cv4OIk'JAJ As ToVAA e-xAW INSPECTED BY CONTRACT OR FOREMAN ýI Date____VEPiIFIED BY COGNIZANT QVINSPECTOR £.. .' = Date'COGNIZANT MEC HVSTRUCT ENGINE .ER -z ., 4'A Date y.!;2 p R*EIEWED BY /03 INSPECTION PERIOD 4.A END: FIELD (I piece washer)SHOP (Z piecemwasher) 71 1301ý-.1 Reyisio.206 page ýofl 6 ENCLOSURES Data Sheet 4 Tendon, Buttonhead'inspection RB Tendon Su COMMENT: Sluve-t. -Ac.'~ 2-." ueillance (i 5U04 CDm INSPECTED BY: ,sDte__CONTRACTOR FOREMAN Date_VERIFIED BY COGWIZAT QV INSPECTOR K~, 4tL J9, -~at ý-I61 COGNIZANT MECHISTRUCT ENGIN/EEi-y> REVIEWEDBY INSPECTION PERIOD35?f4 Tendon # V.1/ 2- Z END: FIELD_ (1 piece washer)SHOP .-(2 piece washer)71 1301-9'I Revision 20 Page'9 of: 16: ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Survetllance COMMENT: ý C;LA k~+, -65. 6, S'Civl is INSPECTED BY /CONTRACTOR FOREMAN Date VER.1FIED BY COGNIZAT QV INSPECTOR 1-COGNIZANT MECH/STRUCT

• ENGNEER REVIEWED BY Fz o0 >CDm 0OX C.)INSPECTION PERlOD..&i:yC.

Tendon#_ ,b __I ___END: FIELD (1 piece washer)SHOP.__Z_(2 piece washer)71 1301-9.1 Revision 20 ENCLOSURE-Pas.ge 9 of 16 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Survellance COMMENT:-7,/° !oo Co CDm 10 INSPECTED BY CONTRACTOR FOREMAN--N ,,4,f Date VE'IIFIED BY COGNIZANTOQV INSPECTO 7 03 COGNIZANT MECHISTRUCT ENGIN ,ýý-=ý Date ..REVIEWED, BY Tendon #INSPECTION PERIOD .-1f' END: FIELD__ (_1 piece washer)2 piece washer)71 1301-9.1 Revision 20 Page_9 of 1i ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection RB Tendon Su,,illance COMMENT:- ~ ~ /(INSPECTED BY, Ai/CONTRACTOR FOREMAN .Date____VEPJRFIED BY Date _COGNIZANT QV INSPECCTOR O/ __ae COGNIZANT MECH/STRUCT ENGINEE AW11 REVIEWED BY /X z CD->ox C)INSPECTION PERIOD~.Tendon# Q -2 2_5" END: FIELD (1 piece washer)SHOP ..(2 piece washer)71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection COMMENT:.RB TendonSurveillance A/o 0-tt~ c .q.7 z 0 INSPECTED BYA CONTRACTOR FOREMAN A11t. Date_VERIIFIED BY /COGNIZANT CV INSPECTOR, ud, LmD2 ate, Vz-t COGNIZANT MECHISTRUCT ENGINEER /.:'< / 1, REVIEWED BY I INSECTONPERIoD?!jy r.Tendon 9 zaS END: F ELD .., j piece washeo)SHOFOP (2 piece washeri 71 1301-9.1 Revision 20 Page 9 of 16 ENCLOSURE6 Data Sheet 4 Tendon Buttonhead Inspection OXAOVw~RB Tendon Sur/eillatce= INSPECTED BY CONTRACTOR FOREMAN Date_ _VERIIFIED BY COGNIZANT QV INSPECTO. 4_4. 2 COGNIZANT MECHWSTRUCT ENGINEER ' Date " REVIEWED BY F. z-0 >coX>i C: ,INSPECTION PERIODf&Tendon# A.f?END: FIELD (1 piece washer)SHOPý X. -2,piece washer)71 1301-9'I Revision 20 Page 9 of116 ENCLOSURE 6 Data Sheet 4 Tendon Butonhead inspection I ..RB Tendon Surieillance COMMENT: e A INSPECTED BY CONTRACTOR FOREMAN___AV Date ~..14 CONZATQV INSPECTOý -DateZ//, ý?4 ICOGNIZANT MECHISTRUCT ENGIN8Ef-4-r ate _REVIEWED BY INSPECTION PERIOD -5Y Tendont, h--Iga END: FIELD (1 piece0 wase)SHOPj (2 pike washer) ENCLOSURE6 Data Sheet 4 Tendon Buttonhead Inspection 1301-9.1 Revision 20 Page 9 of 16" RB Tendon Surveillance COMMENT: J#1 v 6 S, ,-, -INSPECTED BY CONTRACTOR FOREMAN ,V,. Date ./,A VERIIFIED BY COGNIZANT QV INSPECT COGNIATMECHISTRUCT -i /%k/,:ýREVIEWED BY /C.>(D m 0ýINSPECTION PERIODJ~n~k Tendon #END: FIELD (I piece washer)f SHOP= (2 piece washer)71....... i, 130" -.1 Rýision 20 page 9 of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttonhead Inspection As 'Xcae RB Tendon Surveillance COMMENT: 4' ir I dO C&9tJJ~'jp~ CD~0 Cn, 83 INSPECTED BY CONTRACTOR FOREMAN -Date___VERIIFIED BY ,COGNIZANT QV INPC~52 .vW _,Dt COGNIZANT MECI"STRUCT ENGINEER- , Date Q dZ 1' )REVIEVED BY INSPECTION PERIODALL2.,A Tendoný 4 #ý- .-END: FIELD,.X (1 piece waste)SHOP (2 piece washer)71 K)1301-9,1 Revision 20 ENCLOSURE 6, Page 9 of 16 Data Sheet 4 Tendon Buttonhead Inspection I I A \ RB Tendon'Surieiance 00 /.IID Of, (0) COD 0) (TE00BY Q) '42 (;, 0" 00 00;. 0.- GO Q. >" ") -; -.-INSPECTiED BY CONTRACTOR FOREMAN Date ,AJ14 VE.FIED BY CONZATQV INSPECT~g:ý: aae/ -y!COGNIZANT MECHISTRUCT MGIrER Dateo/ I "REVIEWED BY Tendon# 3497 4 -INSPECTION END- FIELD__Z_(1 piece WaSher)SHOP _ (2 piece washer)71 1301o9.1 Revision 20.Page 9 of16 ENCLOSURE 6 Data Sheet 4 Tendon Buronhead Inspection RB Tendon Surveillance, COMMENT:.4;ý )a-p, 7. ,-fa" IkSPECTED BY CONTRACTOR FORE-MAN AADt .l VER1IFIED BY COGNIZANT OV -NPCO'aezz, CONIZANT MECH(STRC NGI IiE R"ýý Dae IREVIEWED 13Y INSPECTION PERIOD_____ Tendon # .-ENIP: FIELD_,X (1 piece washer)'SHOP __(2 piece washer)71 13019.1 Revision 20 Page 9of 16 ENCLOSURE 6 Data:Sheet 4 Tendon BuUnonbeai inspection RB Tendon Suveillance COMMENT: t,4, -sý4 e ~ tt $ L 1 O(l -I)t;4 W'AC cru4 0 A INSPECTED BY CONTRACTOR FOREMAN Date__VERPIREO BY COGNIZANT QV INSPECTOR h/D t_____COGNIZ'ANT MECISRUCT ENGINEER "ate 4 , REVIEWED BY->CD m 0 ,, I INSPECTION PERIOC.?A P-r Tendon* q 7--END: FIELD (I piece was)SHOPN (2 piecewa.sher) 71 Revision,20, Page,9of 16 ENCLOSURE 6 Data Sheet 4 Tendon Buttornhead Inspection RB Tendon Suveillance g1, wT' 0- '64:!.INSPECTED BY CONTRACTOR FOREMAN V,/4, Date__,_VEPJI.-IE BY ...COGNIZANT QV INSPECTOR Wi /ate -COGNIZANT M-ECHSTRUCT

ENG(NEERk Z& 7 a, REVIEWVEDBY INSPEICTION PERIODB§4 (Tendon*'hxz END: F1ELD pi,,eewasher)

SHOP (2 piece washer)71 TM-N1043: APPENDIX A["ISjon-;U, ae 10 1 OOU PSC PROCEDURE SQ 7.1 INSPECTION DOCUMENTATION f~~o DATA SHEET 7.1July 31. 2009 (;zN Page 1 of 1 1 "Revision 0 Project: TMI -35"' YEAR TENDON SURVEILLANCE Tendon No.: ,//-X.&'/ Tendon End/Buttress No.: saý"Ay"'m/ .Anchorage ID.:__ __, _ __7_ _ Adaptor ID: A Al EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major 2 C51,. e-a -/0 Ext.Pitch /-. -/0 .&-" J -.f'-io / .__-,4_Ext.Minor .-Int. N/A N/E Major N/A N/A NEMS Int.Minor N/A N/A MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6th 9 th Average Constant Diameter Size Diameter Ext. 1 J/.,IP , J ,74 ,. 1 Major 2 9.,;,9y .j 7J 9-3 7 9q.73 7_.__Ext. 1 9. t'w Minor (2) 2 19.\\\ /e 7 9. 19,/ Y-3. Int. 1 N/A N/A Major 2 N/A N/A Int. 1 N/A /,N!Minor 2 j N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External P-'utcn uiameter = [AverageJ -tvvire ConstantJ -[Snim SizeJ (2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark ,li-Min. Minor Diameter from Adaptor Table .. Acceptable? (Yes or No) yk,-.I Level: Date: Level: -Date: QC Signoff: "Reviewed: 19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A TMI -3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: 14 Tendon End/Buttress No.: Anchorage ID.: Adaptor ID: 4.5/EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Ext.Pitch C, 1-27-10 Sly e 2-5-/O SUeiR 1 2-510 Ext.Minor 25 h21-IS' 05 j-Int.Major N/A N/A Int.Minor M.EASUREMENTS THREAD Wire Wire Shim Average hIread Average Constant Diameter Size Diameter Major 2 q.2___Ext. I (P. 63&,.'% q. 5VýPitch (1) ,0/ 2 'Z- _533 Minor (2) 26- -4LI /Z 6 .63Z- I i t Int. 1 N/A N/A --------Major NA1 X N/A lnt. I N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: V I, Notes: (1) External Pitch Diameter = [AverageJ -[Wire Constant] -[Shim Size](2) External Minor Diameter (Average] -(2 X Wire Diameter] -[Shim Size]DISPOSITION ,.Trial 1 Trial 2 -Trial 3 Trial 4 QC Signoff'SReviewed: -Adaptor Mark A Min. Minor Diameter from Adaptor Table , Acceptable? (Yes or No) e.kL ~~AA!*Level: Date: --_ Level .' Date: y____j 19 SQ 7.1.TM.09 TM-N1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE Tendon No.: Anchorage ID,: ,-/ 241 -~~L2kt~Tendon End/Buttress No.: Adaptor ID: :5*1~~~ -EQUIPMENT MICROMETER WIRE SHIMS 01 Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date E x t. ...... .Major ) " " ") Ext.Pitch ,-V-iZ7 / 2 1b// /Ext.Minor Int.N/NA MajorN/NA Int.N/NA Minor N/I/MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3V 6th 9 th Average Constant Diameter Size Diameter Pitch (1) 2 91 V51'3 611- o231- 63Z 9,9__________ Ext. 1 2 q 171 Minor (2) 2 .6322./2 Int. 1 N/A N/A Int. I N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: I=l_iNotes: (1) Externa Pitcn uDiameter = I.veragej -tvvire Constantj -Sizej (2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark A.5 Min. Minor Diameter from Adaptor Table %, 59 f" Accepta5lq? (Yes or No)QC Signoff:-1 Reviewed: e_, Level: Date: Level: .Date: 19 SQ 7.1.TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI -3 5"h YEAR TENDONý SURVEILLANCE Tendon No.: Anchorage ID.:/Y ;? q-ý33 Tendon End/Buttress No.: 91lA44 2~Adaptor ID: EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major 6) -acN -(Ext.Pitch Cc7 -2/ j~2 r ~ L Ext.Minor _____ i .9/L.Int. N/A N/A Int.Minor MEASUREMENTS THREAD ..... Wire Wire. Shim Average Thread Read 3rd 6 9Average Constant Diameter Size Diameter Major 2 c). 1. ISO ,j.3 q. 3go Ext. 1 ; " %\\' ] \\\\\Pitch (1) 2 9$0 A313 oS I Minor (2) 2 9470 OZ Major 2 N/A /Int. I N/A N/A N/AýMinor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result; N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID:O..Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark -Min. Minor Diameter from Adaptor Table Acceptable? (Yes orNo) Ye, QC Signoff:.; Reviewed:/I A4 Level: T, Level: .. r Date: g9- 0 y-o Date: n-0 VJ, "MtAwý_19 SQ 7.1.TM.09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 7.1 INSPECTION DOCUMENTATION DATA SHEET 7.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI -35'h YEAR TENDON SURVEILLANCE Tendon No.: Anchorage ID.:/_/ e 41 so Tendon End/Buttress No.: I.- --. -"Ti----Adaptor ID:/lI I I EQUIPMENT MICROMETER WIRE SHIMS thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major C~S 11-1 RNt Ext.Pitch --C._ 55 or /4 Z. 5-11S Ext. W " fW 246Z Minor orJ ~ ~ 251 Int. N/A N/A Int.Minor MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3td 6th 9 Average Constant Diameter Size Diameter Ext. i .3"7a:.7 q 7 Ext. 1 +7 Pitch' (1) 2 *637-Minor (2) 2 , , Int. 1 N/A NA N/A Major 2 NIA N/A 1 Minor 2 N/A N/A N/A Int.Go Gauge ID: N/A Recal Date: N/A Result: N/A Result: N/A Pitch No-Go Gauge ID: N/A Recal Date: N/A Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2. Trial 3 Trial 4 Adaptor Mark A A'5 ,1 Min. Minor Diameter from Adaptor Table %, q 13 Acceptable? (Yes or No)QC Signoff:* Reviewed: Level: Level: Date: 1-10 Date: " 13-ol 19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 7.1 INSPECTION DOCUMENTATION DATkSHEET 7.1 July 31, 2009 Page 1 of I Revision 0 Project: TI Tendon No.: Anchorage ID.: MI -35thYEAR TENDON SURVEILLANCE fl 4-SO gLnAL. / I, cIdeic[Tendon End/Buttress No.:-I._ Adaptor ID:~A-5 EQUIPMENT MICROMETER WIRE SHIMS thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major (QC.- 3 1-2 7-1(2 PEtch QC-S3 1 10 lo-- e. 1-S'1O 5r'l 4-5-1 Minor ,,C53 /-1'lCi -s- ,(-ajtor N/A N/A Int.N/NA MinorNAN/MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3 r 6 Average Constant Diameter Size Diameter Major 2 EMEEME5"I .;7 Ext. I *, \"V q.%lb ./Pitch (1) 2 q9.) 6 .231 3Z 25 Minor (2) 2 ./// , z o.7 Int. I N/A x'\\ N/A Major 2 N/A N/A Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: NIA Result: NIA Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter (Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -(2 X Wire Diameter] -(Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark A 4'S Min. Minor Diameter from Adaptor Table 1'-717 Acceptable? (Yes or No) kes QC Signoff: ". Reviewed: LI, PA ,:2 6 TV4 Level: Level: Date: Date: ,I" .2-'-0 IZI 19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 7.1 INSPECTION DOCUMENTATION DATA SHEET 7.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI -35"' YEAR TENDON SURVEILLANCE Tendon No.: ".911._ 4/_4 Tendon End/Buttress No.:.¢,,,,.,,/f#,,,,- /Anchorage ID.:/o110 ,_ Adaptor ID: A .,F EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major 1.. .?. 4 '-EE Ext.Pitch i-,,t-O 8,u' A -A. -Ext.Minor P*a1 R , -Int.Major N/A______ N/A___________ Int.Minor MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3 rd 6 th 9 th Average Constant Diameter Size Diameter Major 2 ,JF7 Ext. 1 Pitch (1) 2 5*02 7910261 Ext. 1 (417 c Minor (2) 2 9 , VZ-Int. 1 N/A N/A Major 2 N/A N/A Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A, Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A ..Resul: N/A ID: Notes: (1) External Pitcn uiameter = -[wire ,onstantj -5nirm Sizej (2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 I Trial 2 I Trial 3 1 Trial 4 1 Adaptor Mark 4 C Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No)QC Signoff: Level: Date: Level: -r Date: Reviewed: ,MI J& ....... , .Adaptor Mark ,4 Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No) /19 SQ 7.0TM.09 ISIdoc TM-N1043: APPENDIX A Project: TMI -3 5' YEAR TENDON SURVEILLANCE /Tendon No.: Pli C I144)Tendon End/Buttress No.:ý S / ro'e, 01 t ii J I Anchorage ID.: 9 0) Adaptor ID: V,, Z_EQUIPMENT MICROMETER WIRE SHIMS thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major C 5I N"'" .-Ext.Pitch QC35 1-27-10 , UL3 -_ve ______ ý'I Minor &C ~5. 1-2N /ShJL.veýy Int.N/N/W NEMME nt.or N/A N/A MinorN/NA MEASUREMENTS, THREAD Averag Wire Wire Shim Average Thread Read 3 rd 6 th 9 th Average Constant Diameter Size Diameter M aj or q 3t, 7 9 , T .g 3 Ext. 7.___9._>9 Major 2 N/A N N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: 11 Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION QC Signoff: 'ý Reviewed: 19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE Tendon No.: 14 6-)Z -Z,,A.I Tendon End/Buttress No.: X'4,ý / gA4op'Anchorage ID.:~ Adaptor ID:-i -I EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major __-27 -10 _....-_ _5 Ext.Pitch 21 iu-2$e &L -5b Ext.Minor 1)C .3 .-_ _7 -1_ / ," I 2-5-1 fit. N/A N/A Int.Minor N/-/MEASUREMENTS THREAD Wire Wire Shim Average Thread Read '3 fd 6 th 9 Average Constant Diameter Size Diameter M a j o r 2 q .3 7 3 3 7 ,_ _Pitch (1) 2 t,3 1 ,. .S ,S 23 .,'j Z 75 Minor (2) 2 127 .f / ,4 47 ,12 t> ,032 .1,1 "75 Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: iNotes: tl) External I-'itcn uiameter = [/verageJ -[vwire L ,onstanlj -1Snim Sizej (2) External Minor Diameter = [Average] [2 X'Wire Diameter] -[Shim Size]DISPOSITION I Trial 1 1 Trial 2 Trial 3 1 Trial 4 1 Adaptor Mark ,4- 1 Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No)QC Signoff: "3 Reviewed: L4L 6MA Level: Level: el: Date: -IZ-o, Date: _i -(., fIIIII 19 SQ 7.1.TM.09 ISIAdoc TM-N 1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE Tendon No..:'Tendon End/Buttress No.: EAn~e is 2-/ rie- ,4 A.&Anchorage ID.: 71. Adaptor ID: A-SýEQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Ma jor &C 197 Pk7q Ext.Pitch &C S3 /-27-ID 91.e-. 2.-5-ltb 2-5-0 Ext. S MEASUREMENTS THEDWire Wire Shim Average Thread Read 3d 6h 9t Average Constant Diameter Size Diameter Minor (2 J Ext.1 Int 1 N/A "N/A Major 2 mmmmmommm Ext. VAI Minor 2) 2 4.440 .632Z Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -(2 X Wire Diameter] -[Shim Size]DISPOSITION-Trial 1 Trial 2 I Trial 3 Trial 4 Adaptor Mark A-5 Min. Minor Diameter from Adaptor Table ; f ,, ..Acceptable? (Yes or No)QC Signoff: ' ý"; Reviewed:~m .rw -Level: Level: Date: -? 0e Date: _ 2_ -P____ _ ......19 SQ 7.1.TM.09 ISI.doc TM-N 1043: APPENDIX A Project: TMI -3 5'h YEAR TENDON SURVEILLANCE Tendon No.: -/-11 Tendon End/Buttress No.: Anchorage ID.:/1).: Adaptor ID: I I EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major _"__7-__-Ext.Minor Int.N/NA MajorN/NA Int.N/NA I Minor N/ N/MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3 t 6t Average Constant Diameter Size Diameter Ext. i '1.36') 97390 9.3W'Major 2 1.366 qJ 1,39 6 1,321 Ext. 1 1, ri \ , q, .5,-/)Pitch (1) 2 JS'0) 4,=& * ;\\ Z qa5,'M in o r (2) 2 9 ,9 5 -q e Ext. 1 $, _ Int. I N/A ,/Major 2 N/A N/A Int. I N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: INo tes: (1) External Pitcn uiameter = [AverageJ -LvVire C~onstantj -[Snim SizeJ (2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark X< Z.. II Min. Minor Diameter from Adaptor Table l)i " I Acceptable? (Yes or No) I QC Signoff:., Reviewed: Level: S Date: g9.... Level: j Date: 19 SQ 7.1.TM.09 (SI.doc TM-N1043: APPENDIX A Project: TMI -3 5 1h YEAR TENDON SURVEILLANCE Tendon No.,: .. .. Tendon End/Buttress No.: .3 tAf/, - Anchorage ID.: Adaptor ID: EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Major Ext.Pitch Sr 5_ 7 -22___Ext.Minor 1,311 '2)~, 7-?,7 1V Iwr I I Manor N/A N/A Int.Minor MEASUREMENTS THREAD Wire Wire Shim Average Thread Read .3 6h Average Constant Diameter Size Diameter Ext. 1 I, Major 2 Al$ 1,1 Ext. I Pitch (1) 2 1,'J '5JJ i/.2 .'.lf.Ext. 1 Int. I N/A NA N/A Major 2 N/A N/A Int. I NIA N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: N otes: (1) External Pitcn uiameter = [Average] -[Ware uonstantj -hin~m Siize](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 AdaptorMark k 7.Min. Minor Diameter from Adaptor Table .?4.O Acceptable? (Yes or No) .e I QC Signoff: '" Reviewed: Level: Date: PH -0?Level: .Date: __ -_ ___- __19 SQ 7.1.TM,09 ISI.doc TM-N 1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE !Tendon No.: J _ W Tendon End/Buttress No.: 1ý e ,/ .S' I.o Anchorage ID.: Adaptor ID: -,_............................................. I EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext. " Ext.Ext.Minor L3J'C 7-'T-p S1Z7C 9 Manor N/A N/A Int.MinorN/NA IN1EASUREMENTS THREAD Average Wire Wire Shim Average Thread Read th Constant Diameter Size Diameter Ext. 1 ",-J60 9\\30' "11, 3'4 \\\\\L Major 2 N, I 1710 Pitch (1) 2 52q Z,-z .3 ( *3~ 01 S7 Nlinor (2) 2 3'V q* 3Z Int. I N/AN/ \X Major 2 N/AN/Int. I N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size]2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION I Trial 1 I Trial 2 1 Trial 3 1 Trial 4 1 Adaptor Mark )," Z-Min. Minor Diameter from Adaptor Table *, "oIo Acceptable? (Yes or No) -44 QC Sign(ff: ' Rtviemed: Level: Level: Date: ."/LY- oc Date: lq -0 AAC 0 19 SQ 7.13TM.09 ISI.doc TM-N 1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE '7;ýA tA09er Tendon No.: Tendon End/Buttress No.: I f I Anchorage ID.:/0) -V Adaptor ID: A-5 EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major SC 3 -7J Ext.-Pitch LsC:53 I C-Z01 sil I- Z_ uSl /b-Ext.-Minor 5&I0 Z-546 Int.MajorN/NA Int.Minor N/A N/A MEASUREMENTS THR Wire Wire Shim Average Thread Read 3f 6 Average Constant Diameter Size Diameter Ext. 1 Major 2 Ext. 1 I Pitch "(1) -: 2 01 -62a2 3 Minor 2 N/A N/A3_ 1 Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID:.o .Notes: (1) External Pitch Dianleter = [Average] -(Wire ConstantJ -[Shim Size](2) External Minor Diameter = (Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION I Trial I rial 2 1 Trial 3 1 Trial 4 1 Adaptor Mark I -.Min. Minor Diameter from Adaptor Table .. 51 Acceptable? (Yes or No), .QC Signoff: '7 Reviewed: Level: Level;Date: 9 -13 fn Date: II-ThIO Z 19 SQ 7.13TM.09 ISI.doc TM-N 1043: APPENDIX A Project: TMI -3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: 1 12- -Tendon End/Buttress No.: 1 Anchorage ID.: 0 LAdaptor ID: A-S EQUIPMENT MICROMETER WIRE SHIMS thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Maior QC5 1-27"-1t.) ,-Ext.Pitch 5____1__o _ _____I_______ Ent.MajorN/NA Int.MinorN/NA MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6 Average Constant Diameter Size Diameter Major 2 3 7 5' q,13 .7 c Ext I q. 57/p 6-3Z-%q~Pitch (1) 21259,~2 Minor (2) 2 *~Int. 1 N/A x,.N N/A Int. I N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION ."f I Trial I Trial 2 Trial 3 " 'Trial 4 Adaptor Mark A -Min. Minor Diameter from Adaptor Table No ) "51 :I--..---- Accept.able? (Yes or No) Ye -kI QC Signoff: ', Reviewed: Level: Date: <i , f _7 -Level: .. Date: __-_-'_____O_ _"~'I 19 SQ 7.1.TM.09 ISIdoc TM-N1043: APPENDIX A F51vs0o1 U, 1`age 96 Ot U PSC PROCEDURE SQ.7.1 INSPECTION DOCUMENTATION DATA SHEET 7.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI -3 5"h YEAR TENDON SURVEILLANCE Tendon No.: ,IA Tendon End/Buttress No.: A'4h IA14F Anchorage ID.: y__ _ _ _ _Adaptor ID:-AS-EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major 06 o1M Ext.Pitch / ", 7-AO Z,,= .w , O A#Y?/ Ext.Minor .,Z/, -Int. N/A N/A Major _______ ______Int.Minor N/A N/A Minor I MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6 Average Constant Diameter Size Diameter Ext. 1_______ _____________ Major 2 if___E5_._ 9_(P Ext. 1 Pitch (1) 2 06 9. , ? 4'/3 Ext. 1_L_ 5 Minor (2) 2 ..0 ,J1 57 Int.1 N/Major -2 N/A Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 I Trial 4 QC Signoff: Reviewed: Adaptor Mark ,4-.-Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No) YArS Level: Level: Date: 19 SO 7.1 .TM.09 ISI.doc TM-N1043: APPENDIX A Project: Tendon No.: TMI -35h YEAR TENDON SURVEILLANCE R#4 tAH,<Tendon End/Buttress No.: Anchorage ID.: Jf3f Adaptor ID: EQUIPMENT MICROMETER WIRE. SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Ext.Pitch CA LS "2,7/1 ______ /_,27_V Ext.Minor -A0 5tN/A, Int.MiorN/A N/A Minor MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6th 9th Average Constant Diameter Size Diameter Major 2 qG,,3(,q q,36g _7. 370 ý\EEEE.E 9 (Ext. N Pitch (1) ... 2 1) .x.,' /O ,0 .Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter = [Average] -(2 X Wire Diameter] -(Shim Size]DISPOSITION I Trial I I Trial 2 1 Trial 3 1 Trial4. 1 Adaptor Mark Min. Minor Diamneter from Adaptor Table f'~'Acceptable? (Ysr No)QC Signoff: ", Reviewed: 7'mrklý (' thIk Level: Level: Date: -0 Date: -v I ' 1**19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI -35"h YEAR TENDON SURVEILLANCE Tendon No.: 0 9-.fC Tendon E g4-),)-nd/Buttress No.: Anchorage ID.: 6g q Adaptor ID:/EQUIPMENT MICROMETER WIRE SHIMS thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major (9-A L 2Ext....itch 1-. I .., Z .5o,, S"- a -Ext.Major N/A N/A Major Int.Minor N/ N/MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6th 9 h Average Constant Diameter Size Diameter Ext. 1 1,39(~~ ~j Major 2 -, );,N1 __,_Ext. 1 Pitch (1) 2 r.,-o -.o,31 o Minor (2) 2 N, Y'\\ V N/oA Int. 1 N/A N/A N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average) -[Wire Constant) -[Shim Size](2) External Minor Diameter = [Average] -(2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark Z,-Min. Minor Diameter from Adaptor Table 5 Acceptable? (Yes or No) ,)QC Signoff: ', Reviewed: Level: Level: .Date: Date: R- 12 10 ,9- i .-0 j W, !W40WA___19 SQ 7.1.TM.09 ISIdoc TM-N 1043: APPENDIX A I? =*==fl=*=~= A&c~PSC PROCEDURE SQ 7.1 INSPECTION DOCUMENTATION DATA SHEET 7.1 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI -35"' YEAR TENDON SURVEILLANCE Tendon No.: Anchorage ID.:-J--Ma Tendon End/Buttress No.:./lý 141.1 ID: EQUIPMENT MICROMETER WIRE SHIMS Thread MIc 10 Recal Date ID No. Recal Date ID No. Recal Date Ext. N Major C9C53 Ext.Pitch a..,,, /e /O ,to7. --6-/O -1 R 1402 /O Ext.Minor 0 C5,3 /-,___7_/0 __0. ,.Major N/A N/A Int.In t.N /N A Minor N MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3 rd 6 th 9 th Average Constant Diameter Size Diameter Ext. 1 9,.34?,,.7 3 Major -2 9,371 ,P;7P Ext. I Ext. 1__17 Minor 2 N/A N/A N/A Int.Pitch Go Gauge ID: N/A Recal Date: N/A Result: N/A I-I No-Go Gauge ID: N/A Recal Date: N/A Result: N/A Notes: (1) External Pitch Diameter = [Average] -[vVire Constant] -[Shim Size](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION I Trial I I Trial 2 1 Trial 3 1 Trial 4 1 Adaptor Mark I 1-j- II Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No)QC Signoff: " Reviewed: Adaptor Mark /f'%#" Min. Minor Diameter from Adaptor Table Acceptable? (Yes or No) 4 't ýVWdrý4 Level: Date: / 1 , 9 Level: -Date: I- t -Zl / 0 19 SQ 7.1.TM.09 ISI.doc PSC PROCEDURE SO 7.1 INSPECTION DOCUMENTATION DATA SHEET 7.1 July 31. 2009 Page 1 of 1 Revision 0'A Project: TMI -35'h YEAR TENDON SURVEILLANCE Tendon No.: Anchorage ID.: J)- 3,,2 Tendon End/Buttress No.: Adaptor ID: EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major ( .4. -?7/Ext.Pitch _ ._-__S___ /-,R 7-/0 494 _" , _ -If-/a _2 -Ext.Minor &Z Jg,, , Int.Major N/A N/A Int.N/NA I Minor N/A N/MEASUREMENTS THREAD Wire, Wire Shim Average Thread Read 3 rd 61h 9 1h Average Constant Diameter Size Diameter)Ext. 1__ 9,7___ W ,3, Major 12 ,.,_ 9,_ MV.Ext. 1{ 9 Pitch (1) 2 '.*" 5,-1fJ"/ 32 Ext. I_._Mainor (2) 2 NIX-3' Int. 1 N/A NIANi Major 2 N/AN/Int. 1 N/A N/A N!/A Minor 2 N/A NIA N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter = [Average] -(WVire Constant] -[Shim Size](2) External Minor Diameter = [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial 1 Trial 2 Trial 3 Trial 4 Adaptor Mark xa, Min. Minor Diameter from Adaptor Table 9,73-1 Acce.table? (Yes or No) Yes QC Signoff Reviewed: 3_d4ý. I -.9&vAa212ýLevel: Level: rfl2 Date:- , 1;6 Date: 72//,7.11 IZ 19 SQ 7.1 .TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI -3 5 th YEAR TENDON SURVEILLANCE Tendon No.: 0-39, 1 Tendon E nd/Buttress No.: Anchorage ID.://0 Adaptor ID: EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major _-_", ,__Ext.Pitch ____ 2K 1..,7J S-t0 .5 Z_-Oct Ext.Minor C-7 ,210 SA)., Int.MajorNAN/Int.MinorN/NA MEASUREMENTS THREAD Averae Wire Wire Shim Average Thread Read 3 rd 6 1h 9 th Aeg Constant Diameter Size Diameter I Ext.Major 1 Cf. 3160 Aq 4 ~ 4 ~ -4~-~~-.- 4.~ ~XXX~XX Ws'.NXN~ ~ ~NXXXX~X'XXNN'..XXXXXX~XX'%X~XXXXXN.XXXNXN J -~= w A I 2 of -4 tr-v- .q Ell Maor~s~ ~ -lq q2 " Ext.Pitch (1) .~1 Eý A y I I'.*l.2-01 J?Ext. I Minor (2) 2 2 Int. I N/AN/Major 2 N/A N/A N/A Int. 1 N/A NA N/A Minor 2 N/A N/A N/A Int. Go Gauge ID: N/A Recal Date: N/A Result: N/A Pitch No-Go Gauge N/A Recal Date: N/A Result: N/A ID: Notes: (1) External Pitch Diameter [Average] -(Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION Trial I Trial 2 Trial 3 Trial 4 Adaptor Mark X L I Min. Minor Diameter from Adaptor Table g," 3 o Acceptable? (Yes, or No) Ve $QC Signoff:*3 Reviewed: ,/ -A ý-, 4A Level: Level: Date: P, Date: f T-'19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A Project!Tendon No.: TMI -3 5 1h YEAR TENDON SURVEILLANCE j~;r~4~J 4 11, F~ie k{Tendon End/Buttress No.: Anchorage ID.: Adaptor ID:.4-5 6 EQUIPMENT MICROMETER WIRE SHIMS Thread Mic ID Recal Date ID No. Recal Date ID No. Recal Date Ext.Major 5-.3 1-27-11 Ext.Pitch 2,-. '&3 1-17-It) 5l4c 2-S") I z-S"Z)Ext.Minor 5)C55 0 2-5-"-Int.MaorN/A N/A ,nt.Minor MEASUREMENTS THREAD Wire Wire Shim Average Thread Read 3rd 6t Average Constant Diameter Size Diameter Major 2 Ext, 1 ,15 \\ .'i-Pitch (1) 2 Minor (2) N2 Int. I N/A NIA Int. 1 N/A N/A N/A Minor 2 N/A NIA N/A ME" PIt. Go Gauge ID: N/A Recal Date: N/A Result: NIA Pitch No-Go. Gauge N/A Recal Date: NA Result: N/A ID: _ _ _ _ _ __ _ _ _ _ _ _ _ _ _Notes: (1) External Pitch Diameter = [Average] -[Wire Constant] -[Shim Size](2) External Minor Diameter [Average] -[2 X Wire Diameter] -[Shim Size]DISPOSITION I Trial I I Trial 2 1 Trial 3 1 Trial 4 1 Adaptor Mark~Min. Minor Diameter from Adaptor Table cceptable? (Yes or No)QC Signoff: , Reviewed: Level: Level: IT-z'~tzzz Adaptor Mark Min. Minor Diameter from Adaptor Table table? (Yes Or No) i Date: Date: t17-0q.--.,- 4. --, ..... .t 19 SQ 7.1.TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 203 of 350 Number TMI -Unit 1 Surveillance Procedure 1301-9.1 Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 2 Page 1 of 1 As-Found Lift-Off Force Summary Results As-Found Lift Off Force, kip Predicted. F > Fa,, F > Fi~im Tendon Average Force, Fp. Fc = Circle Fwrm= Circle Group ID Shop End Field End Force, F kip 0.95 Fp Yes or No 0.90 Fp Yes or No ,A/- aIVo./ 1.3 0',, /&to /V (6 I No <my No 7 , / ',/g ,,g , " , No / No-Y 3 -/4"J.Y. $ ,, a , t -( No 19- <0 / No* 1_____-_ .4PI No /Ný, /No-56 // 7 -.-No I$No Hoop Yes /No Yes /No Yes/ No Yes/No Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No V- /p N/A ________ No No YesN/A s/ No Yes I No YN/A Yes/ No Yes / No N/A Yes/ No Yes/ No N/A Yes/ No Yes( / No N/A Yes/No Yes/No N/A Yes/No Yes / No N/A Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No Yes /No Yes / No Yes/No Yes / No Notes: (Initial & Date .29 TM-N1043: APPENDIX A Revision 0, Page 204 of 350 DATA SHEET 6 Average of the Normalized Lift Off Force 1301-9.1 Revision 20 Page 1 of 1 (4)ACceptance Yes No (1)Ljft'Off Force TendonID Dome Tendons.3. /' 4. A d. 4.-/&....t .5.8.U Ai.(2).Normalizing facdor (NF)_F: /,¢f -17Z-.-' ,2p,,r*(3)Normalized Lift Off 1L+ (2)(Average Equal to or greater than 1084 kips)Total y,-Average ýt,, .7,`Vertical Tendons 1.2.3.4.8.7.k1L1 4A1iiI#a2ýia xr22LL-:2---~2L tA11/;) V7.(Average Equal to or greater than 1033 kips)Total it n. Y/Average HIoop Tendons 1.e.7.8.9.10._____dL~A~~-:2~~Y2-Ar/A'J.J3 (Average.Equal to or greater than 1108 kips)Total .Cognizant Mectl/Struct Engineer'2 w 4 IM 7I,, Reviewed By: .Date:, / 2 :,YA;-( / .t Performed By:,.Date: a-i-so 35 Tendon ID ,wy-0'DATA SHEET I Lift-Off Force Measurement Predicted Force (Fp) ..kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): 4 I/ Field Surveillance No. 2!fj1y.Phase (Circle One): sf / 1 Re-Tension 1 Ram ID Y3 7/Date /'-,,.-o? Temp: RBInterior i/,,, I / Concrete Surface vo_ _F Ram Calibration Constants: A = ,._a'sy k = .,-. ,v,&No. Effective Wires, Shim Stack Ht. &. .so in.CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1.592 x N/ 1169) -k] x 1,0001 A = 7L#'1 psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig K342 5"3 yo Consecutive Three Trial Pressure Spread psi!N/A N/A 7-Consecutive Three Trial Pressure Average pl psigi,2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead ,/ -in.0 0 End Lift-Off Force = (A x P' 11,000) = k = t I N/A if 3 trial pressure spread > 25,000 /A psi 2 Re-tension P" range: P'm,n = (Fp -k) x 1,00q / A = q psig < P'< P',..3 = [(1,394 x N, / 169) -k] x 1,000 / A = vA psig For Re-Tension Only: F, < End Lift-Off Force < 1394 x N. 1169; 4'I(. < ,,, 446 Yes I Nc Notes'.(Circle One)Recorded by: Signature Date iL-a_02- / Reviewed by: Signatureý4 ý, Qv Date ____/___28 "I DATA SHEET I Lift-Off Force Measurement 1301-9.1 Revision 20 Page 1 of I Surveillance No. 3, Tendon ID k13-I Phase (Circle One)ffound Re-Tension Predicted Force (Fp)Ji Ram ID 13"11 5 kip Tendon End (Circle One): Shop <Ram Calibration Constants: A = 2 b Oc k = -3. 5 24 No. Effective Wires, Nw /1,-9? Shim Stack Ht. -,. 1 in.Date-u' 6"09 Temp: RB Interior IZS.4.& F / Concrete Surface 1 OF CAUTION "I DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N /169) -k] x 1,000 / A = -psiglj-j Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig:5150~fLSt>Consecutive Three Trial Pressure Spread psi N/A N/A p Consecutive Three Trial Pressure Average p'psig" 2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 05 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead t,41 in.Ila It IA~End Lift-Off Force.= (A x P' /1,000) = 1;'ip~'1 N/A if 3 trial pressure spread >25,000 /A = JUi.g~.3 psi 2 Re-tension P range: P',in,= (Fp -k)x 1,000f/A2 /~psig< P'< P'nx =[1I3ý94 xN, 1169) -k] x1,000 /A.A .psig For Re-Tension Only: F < End Lift-Off Force <1394x Nw/I169; A11.4 < ..2/..< AlYes INo (Circle One)Notes: Ala Alct Recorded by: Signature _lV, .a// --Date -A Reviewed by: Signature (-()1 A QV Datef-d q 28 DATA SHEI Lift-Off Force Mea Surveillance No. 3. ". Tendon ID 1' 24-33 Phase (Circle One): N / Re-Tension Predicted Force (Fp) I Ram ID 1.371 ETI '1301-9.1 asurement Revision 20 Page 1 of 1 O&kip Tendon End (Circle One): ED Field Ram Calibration Constants: A = 2 k = -16 6 ZZ-t No. Effective Wires, N, /6, 2 Shim Stack Ht. 6,, 5 in.Date S-0__6 Temp: RB Interior 1236 F / Concrete Surface .Q'51 OF CAUTION 14 r-40-ag DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N,,, / 169) -kj x 1,000 1 A 5, 5A;9L psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig Consecutive Three Trial Pressure Spread psi N/A N/A i0 Consecutive Three Trial Pressure Average pl psig 1 , 2 N/A N/A 2"74, 4.Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 AtTrial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0b For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead 46 ->0X C', End Lift-Off Force = (A x P'/ 1,000)+ k = -kip AU 9y N/A if 3 trial pressure spread > 25,000 / A = XLý,1. psi Re-tension P' range: P'm, = (Fp -k) x 1;000 / A = L psig < P'< P'mx = [(1,394 x N,/ 169) -k] x 1,000 / A = A/ psig For Re-Tension Only: Fp < End LUft-Off Force <1394 x N, /169; A- < /2L/A-. < /Yes I No (Circle One)Recorded by: Signature W. E Date -b' / Reviewed by: Signature (* -. C .QV Date T-'2 0-0-1 28 DATA SHEET I Lift-Off Force Measurement 1301-9.1 Revision 20 Page 1 of I Surveillance No. -35 It Tendon ID Phase (Circle One): u / Re-Tension Predicted Force((Fe) Ram ID Wjg..kip Tendon End (Circle One): Shop /(Fie Ram Calibration Constants: A = 2AQ. 00 ' k =3-2: 9:A No. Effective Wires, N, .9 Shim Stack Ht. 2 , in.Date 0 zq-q Temp: RB Interior /.JZ..S2F / Concrete Surface 1 .OF CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N, 1169)- k] x 1,000/ A = 0 psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig&I~Yg (.3 Consecutive Three Trial Pressure Spread psi N/A N/A 9 Consecutive Three Trial Pressure Average pl psig 1,2 N/A N/A'M I z.Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW.LI For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead 4in.x -i ('Z CD o z C 0 End Lift-Off Force = (A x P'/ 1,000) =k = 1ý kip/7&RV'-a /7 N/A if 3 trial pressure spread > 25,000 / A = 15, (63 psi 2 Re-tension P'range: P', =(Fp-k) x 1,000/A=N111 psig < P'< P',.=((1,394xN./ 169)-k] xl,000 1A= ! psig For Re-Tension Only: Fp < End Uft-Off Force < 1394 x N,/ 169; i4!.r < /4.. <Notes: ,4a A'Yes I No (Circle One)Recorded by: Signature, ?MA JL L(D ate f-oZ Y1 Reviewed by: Signature Vi. g44 z Date T"7-4-01 QV 28 --' " Surveillance No. 3 S , Tendon I Phase (Circle One): Re-Tension Date S-[2-tq Temp: RB Interior.. DI~~Ram ID DATA SHEET 1 1301-9.1 Lift-Off Force Measurement Revision 20 Page 1 of 1 Predicted Force (F.)5.2 kip ,,W Tendon End(* (ircle One): o / ..Field 13271 Ram Calibration Constants: A = 2Zc66 d k =1z2.-F I Concrete Surface J'%7 -F No. Effective Wires, N,, I 1..! Shim Stack Ht. LA .. in.CAUTON ,,4, -, / b a DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x Nw / 169) -kI x 1.000 / A = j psig I Trial 1 2.3 4 5 6 7 8 9 10 Lift-Off Pressure, psig zI9z"Oqo Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p 1 psig1, 2 N/A N/A zzwIz Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW.or CCW r)For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead ,/ in._V Co co~-u >CD CA 0 End Lift-Off Force = (A x P'I 1,000) +k = kip~fft- i N/A if 3 trial pressure spread > 25,000/A = I1'5,b Ipsi 2 Re-tension P' range: P'n --(Fp-k)x1,Q000 /A = psig < P'< P'max = [(1,394 x N, / 169) -k] x 1,000 / A = ..psig* .I For Re-Tension Only: Fp < End Lift-Off Force < 1394 x Nw, 169; ,...'4 < .<j- < ____!___-Notes: A1oQue--Yes I No (Circle One)Recorded by: Signature..A. z cJ- _ Date '!-9 2-'0 / Reviewed by: Signature / 4 1 Date ___0___28 DATA SHEET I Lift-Off Force Measurement V301-9.1 Revision 20 Page 1 of 1 Surveillance No.Ts i. Tendon ID PAL Phase (Circle / Re-Tension Predicted Force (Fp) I/Ram ID'4 kip Tendon End (Circle One): Shop Ram Calibration Constants: A = 6F k No. Effective Wires, NW Ito! Shim Stack Ht. '7 in.Date !&-[i- 0g Temp: RB Interior 123, 5 0 F / Concrete Surface 8 5 OF CAUTION ZZ, a _'$)DO NOT EXCEEP A RAM PRESSURE OF 1(1,592 x N, /169) -k] x 1,000 /A = i j.ftpsig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 9Ai'zz Consecutive Three Trial Pressure Spread psi N/A N/A nb Consecutive. Three Trial Pressure Average pl psig", 2 N/A N/A 41- Zt Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0b For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead A IA n.N11 cnZ-T>o"1 0 End Lift-Off Force = (A.x P' /'1,000) = k =f t kipI N/A if 3 trial pressure spread > 25,000 / A = psi 2 Re-tension P' range: P'min =(Fp-k)x1,000/A= / & psig < P'< P'mx = [(1,394 x Nw/169) -k] x 1,000 /A = A psig 7 ý-For Re-Tension Only: Fp <End Lift-Off Force <1394 x N,/ 169; < A/l,." < A1,,-" Yes I No (Circle One)Notes: do e~ .-Recorded by: Signature .--t-- _W Date , Reviewed by: Signature ( 'Date g-20-O(28 DATA SHEET I Lift-Off Force Measurement Predicted Force (F,) /.-q kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): (E / Field Surveillance No. 35 7ýry Tendon ID -Phase (Circle One): un Re-Tension Ram ID 937"/1 Ram Calibration Constants: A = gg& .k =Date //-/-jo Temo: RB Interior 7 y 'F / Concrete Surface 5*4 -F No. Effective Wires, Nw,, /.9.Shim Stack Ht. 7. / in.CAUTION DO NOT EXCEEP.A RAM PRESSURE OF [(1.592 x N, 116%) k] x 1,000 IA JL5 P 2b SLsig Lift-Off Trial Pressure, psig 1 2 3 4 5 6 7 8 9 10-p- &0 rV4 42 inwo Consecutive Three Trial Pressure Spread psi;N/A N/A 0 Consecutive Three Trial Pressure Average p" psig 1,2 N/A NIA At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW_Stressing Washer Rotation For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead /, in.ý0 -i CD"(D:ý0.0 oC)~End Lift-Off Force = (A x P' / 1,000) = k = kip I FEnd Lift-Off Force =(A xP / 1,000)k.= ~It 1 N/A if 3 trial pressure spread > 25.000 / A =' /, psi 2 Re-tension P'range: P',,,= (Fp-k) x 1.000,/A= & psig < P'< P', =[(1,394 xN,/ 169)-k] x 1,000/A= ovl,# psig For Re-Tension Only: F, < End Lift-Off Force < 1394 x N,, 1 169; 411A < .<./,d- < e,,-Yes / No (Circle One)Notes: AA*Recorded by: Signature _____________ Date LZ-zj:Qg I Reviewed by: tignature A QV Date ______28 DATA SHEET I Lift-Off Force Measurement 1301-9.1 Revision 20 Page I of I Surveillance No. Tendon lD*-57/4'- Predicted Force (F Phase (Circle One): E E)/ Re-Tension Ram ID 91310 Date IV Temp: RB Interior I d., , OF / Concrete Surface O 0 F p) II 3 2 .1kp Tendon End (Circle One): Shop Ram Calibration Constants: A= ZI25.994 k =________. No. Effective Wires, Nw Shim Stack Ht. t, n.CAUTION DO NOT EXCEEPA RAM PRESSURE OF [(1,592x N,/169)-.kIx 1,000/A = 7Z-Z4,,0 .psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig ,.I A Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p'psig", 2 N/A N/A TIT-4b Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCWFor Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead P/ /A in.-i>M 0 oX>End Lift-Off Force = (A xP' / 1,000) = k = ,21ip bm'&ý -/0 N/A if 3 trial pressure spread >25,000/A = 114,L7 psi 2 Re-tension P' range: P'mn = (Fp- k) x 1,000 / A = psig < P'< P'max= [(1,394 x Nw / 169) -k] x 1,000/ A= psig For Re-Tension Only: Fp < End Lift-Off Force < 1394 x Nw 1169; <4A. I Notes: 0 Yes / No (Circle-One) Recorded by: Signature P. Date q / Reviewed by: Signature Date dfl-O 28 DATA SHEET I Lift-Off Force Measurement Surveillance No. 3s__"Y_ Tendon I6)YH",-Yf Predicted Force Phase (Circle One): ( I1 Re-Tension Ram ID 9376 Date!- Temp: RB Interior J7 F / Concrete Surface s-.1301-9.1 Revision 20 Page; 1 of 1 Tendon End (Circle One): Shop /p) j , ip Ram Calibration Constants: A =AAV. -V 7.2 k = -/No. Effective Wires, N,, / f. Shim Stack Ht. in.CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N, /169)- k] x 1,000 / A psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig ,,o0 Consecutive Three Trial Pressure Spread psil N/A N/A Consecutive Three Trial Pressure Average pl psig 1,2 NIA N/A A711to Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion At Trial 1 0 At Trial 2 0 At Trial 3 0 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum ...IQ[End Lift-Off Force = (Ax P'/ 1,000) = k kip 6(10- F4` Pe~r- F2t&PSeF Al- Oieltw For Re-tension Onlyj List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorheadin.,75-r 04' ý&'AAOAC(, z N'Z oF Cr'03'N/A if 3 trial pressure spread > 25,000 1 A = L psi Pe 4" 2 Re-tension P' range: P'm n=(Fp-k)x 1,00O//A= a# psig< P<P'<,=[(1,394xNw/169)-k]x1,000/A= -Af- psig For Re-Tension Only: F, < End Lift-Off Force < 1394 x N, 1169; , < , < Yes / No (Circle C Notes:)ne)Recorded by: Signature_ _ _ _ _ _ _Date ". -,e P / Reviewed by: Signature ._ -__ ___ __ ___... _QV Date ;-a /c o 28 DATA SHE Lift-Off Force Me*,Surveillance No. Tendon ID FLI ,7--U Predicted Force (F 1 Phase (Circle One): / Re-Tension Ram ID .7IL Date 1-11-Di Temp: RB Interior O24 0 F / Concrete Surface q OF p) I ET 1 1301-9.1 asurement Revision 20 Page 1 of I[fD5. kip Tendon End (Circle One) Qý / Field Ram Calibration Constants: A = 2M. Ob k = -3. 5Z4 No. Effective Wires, NW / 6 Shim Stack Ht. 4A-. in.CAUTION = --z -psig DO NOT EXCEEP 'A RAM PRESSURE OF [(1,592 x N,, /169) -k] x 1,000 /A 4--5psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig S1106-w50 Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p'psig '2 N/A N/A Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion At Trial 1 0 At Trial 2 4E_At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum End Lift-Off Force = (Ax P'1 1,000)4 k = .kip For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead ,VA in.< z CD'Z 0 CD' N/A if 3 trial pressure spread > 25,000 / A = 1 1, &3 psi 2 Re-tension P'range: P',.,i,, = (Fp-k) x 1,0001A = psig < P'< P'==[(1,394xN,/169)-k]x 1,000/A psig For Re-Tension Only: F Lift-Off Force x NK 1169; < ,4 c Yes I No (Circle One)Notes: f Recorded by: Signature UL ./ Reviewed by: Signature ,_ ......._,-V_ Date _________28 DATA SHEET I Lift-Off Force Measurement 1301-9.A Revision 20 Page 1 of I Surveillance No. 354,vY Tendon ID ,162-24 Phase (Circle One) u Re-Tension Predicted Force (F.) J/Ram ID 737t 0-kip Tendon End (Circle One): Shop D Ram Calibration Constants: A = 2-., 0 0 6 k = -3. 5 ZI4 No. Effective Wires, N tfA, -Shim Stack Ht. 7.3 in.Date Temp: RB Interior Z.,3 OF / Concrete Surface 17 OF CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x Nw/ 169)-k] x 1,000/A =72146. ý psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 9Z.50 Consecutive Three Trial Pressure Spread.psi N/A N/A Consecutive Three Trial Pressure Average P1 psig 1 , 2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead Almin.~iz-U >o X Z>End Lift-OffForce= (Ax P' 1,000) = kI N/A if 3 trial pressure spread > 25,000 /A -= 113,43 psi 2 Re-tension P' range: P'mi, = (ep -k) x 1,0001/AA =. .psig < P'< P'=x = [(1,394 x N/ 169) -k] x 1,000/A 4 psig For Re-Tension Only: Fp < End Lift-Off Force < 1394 x N, I169; < < ,/z. <Notes: AIýAte-_Yes I No, (Circle One)Recorded by: Sigrhature',. pate .iOQ / Reviewed by: Signature flA4?K .I QV Date _______28 DATA SHE Lift-Off Force Me Surveillance No. "5 Tendon I Phase (Circle One):f ondI/ Re-Tension Date f Temp: RB Interior D U-11 Predicted Force (F1) L!Ram ID 7,,3 2 ET 1 1301-9.1 asurement Revision 20 Page 1 of 1 YS ip Tendon End (Circle One)ý j/ Field Ram Calibration Constants: A =rI/ 1 k = -k = YS No. Effective Wires, NJ9 .Shim Stack Ht. j.V, 3 n.___-_ -F / Concrete Surface 13 -F CAUTION 7 Z.. 2.. V DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N, (169) -k] x 1,000 1 A = psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig;5es2 I Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p psig 1 , 2 Stressing Washer Rotation N/A N/A At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW OrCCW 0 c2 a For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead Ain.End Lift-Off Force = (A x P' / 1,000) = k kip 1 N/A if 3 trial pressure spread > 25,000 1 A = psi 2 Re-tension P' range: P'm& = (Fp -k) x 1,000 / A = psig < P<P' =x = [(1,394 x Nw / 169)-k] x 1,000 / A = NIA __ psig For Re-Tension Only: Fp < End Lift-Off Force <1394 x Nw 1169; ....A,/L.i< < ______-_ Yes I Nc (Circle One)Notes: Ajo vp-Recorded by: Signature-;i V~(Date "0 / Reviewed by: Signature WA. i Qv Date '-2.- fl 28 DATA SHEET 1 41301-9.1 Lift-Off Force Measurement Revision 20 fill j 1 of 1 Surveillance No. 35 yeor Tendon ID,.)z-32 Predicted Force (F.) 0+tj ip Tendon End (Circle One)' I/ Field Phase (Circle One): A lund/ Re-Tension Ram ID i 2. Ram Calibration Constants: A =Q k=' ?Temp: RB Interior Ilp'r 5 F / Concrete Surface 102 OF No. Effective Wires, NW, I Shim Stack.Ht. ) in.CAUTION 7 5 DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x NI 169) -k] x 1,000 IA =pdsig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig S13 TO Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p'psig", 2 N/A N/AiE Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 AtTrial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0-0 For Re-tension Only, List Nominal Thickness-of Each Shim Starting at Shim in Contact with Anchorhead A i/.End Lift-Off Force = (A x P' 11,000) = k = 2 kip%A1 ,4'-/o NIA if 3 trial prepsure spread > 25, 000 / A = JJIJ psi 2 Re-tension P' range: P'm = (F -k) x 1;000iA4=, L psig <P' < P'max =[(1,394 xN,/ 169)-k]x 1,000/A= psig For Re-Tension Only: Fp <End Lift-Off Force <1394x N, 1169; < /- < ...i1z Yes INo Notes: A/i e (Circle One)Recorded by: Signature /1&iýt3ý, _Date_,____ I Reviewed by: Signature a 4i, _ --Date 1-Z&-O9 28 DATA SHE Lift-Off Force Me.Surveillance No. -"' Tendon ID V-,9"0 Predicted Force (F Phase (Circle One): un/ Re-Tension Ram ID q371 Date 5 Temp: RB Interior /26 0 F / Concrete Surface T -F w -e, P) ,I/ET 1 1301-9.11 asurement Revision 20 Page, 1 of 1 Z-"4 kip Tendon End (Circle One): S / Field Ram Calibration Constants: A= 226, 069 k = -23 I 12 No. Effective Wires, N, It.,? Shim Stack Ht. 5 J, in.CAUTION 1 0 Z.Z..'= 1 DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N,, 169) -k] x 1,000 /A = -4 WrS psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 2 0'L70 5z1z7 Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p" psig 1.2 N/A N/A"zI0zI Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW orCCW 0't: For Re-tension Only, List Nominal Thickness of Each:Shim Starting at Shim in Contact with Anchorhead in.C,)-0 End Lift-Off Force = (A x P.'11,000) =k = N/A if 3Strial pressure spread > 25,000/A =13, =, psi 2 Re-tension P' range: P',n =(Fp -k) x 1,000 /A = J psig < P' < P' max = [(1,394 x N,/ 169) -k] X 1,000 / A = !.psig For Re-Tension Only:. Fp < End Lift-Off Force < 1394 x NI / 169; ./4- < IA) -<Notes: AI& 1i41-Yes I No (Circle One)Recorded by: Signature WJ V /-"N..- Date , Reviewed by: Signature j Cc..'5-" ( ,L QV Date 28 DATA SHE Lift-Off Force Mez Surveillance No. ">', Tendon ID V l-13 Predicted Force (F Phase (Circle One):Eund / Re-Tension Ram ID .2L Date i -1 3'8 Temp: RB Interior. i.. 2 OF / Concrete Surface 74 OF ET 1 1301-9.1 asurement Revision 20 Page 1 of 1 b 14 kip Tendon End (Circle One): & / Field Ram Calibration Constants: A = =2.- .0 b k = -5. 52/1 P) i2 No. Effective Wires, N, t &.Shim Stack Ht. 15. 5 n.CAUTIDO4 NOT"? 41.XC11 a R P S e DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N/ 169)- k] x 1,000 / A =- sig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 5_ M6 Consecutive Three Trial Pressure Spread psi N/A N/A 1o Consecutive Three Trial Pressure Average p 1 psig 1 , 2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Tral 6 At Trial 7 Sum Rotation, Turns CW or CCW b For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead J in.I I I End Lift-Off Force = (A x P'/t,000)= k = I L E*o,.W.-/o End Lift-Off Force =(Ax P/ 1,000) = k 9t~ip 1 N/A if 3 trial pressure spread > 25,000/A = , psi 2 Re-tension P" range: P'mi = (FP -k) x 1,000 / A = Apsig < P', F max = [(1,394 x Nw / 169) -k] X 1,000 / A psig For Re-Tension Only: Fp < End Lift-Off Force < 1394 x N, 1169* .< L/.. < " Notes' AL--Yes I No (Circle One)Recorded by: Signature ,

• Date I L I Reviewed by: Signaturej/4 I -%1 'Ov Date 0 -Oct 28 DATAoSHEe Lift-Off Force Me 1 Surveillance No. f TendonID 0 .2 Predicted Force (Fp Phase (Circle One): d/ Re-Tension Ram ID 31-1.__Date '2 -(-O Temp: RB Interior Z.2,6 F / Concrete Surface ° OF ET 1 1301-9.1 asurement Revision 20 Page 1 of I ip Tendon End (Circle One<3 / Field Ram Calibration Constants:

A = 226.ON 9 k = --,. 5 M0 No. Effective Wires, NW L( .Shim Stack Ht. -5, L5 CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N/ 169) -k] x 1,000 / A = psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 567o Consecutive Three Trial Pressure Spread psi N/A N/A I0 Consecutive Three Trial Pressure Average pl psig .2 N/A N/A 4M 31 Stressing Washer Rotation Rotation, Turns CW or CC At:Feeler Gage Insertion At Trial 1 12.At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At ThaI,7 Sum 1W For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead .41A in.Ni oCD, P 50>07.Z2<End Lift-Off Force = (A xP' 11,000) = k* h Alf7 N/A if 3 trial pressure spread >25,000/A = DJW,. psi --2 Re-tension P range: P',i = (Fp- k) x 1,000 /A = psig < P' < P' max= [(1,394 x N,/ 169) -k x 1,000 A psig For Re-TensiontOnly: Fp < End Lift-Off-Force < 1394 x N /169;Notes: JI01 e..< a AlA Yes/ No (Circle One)Recorded by: Signature do -Date '-__-___ / Reviewed by: Signature Date 28-1-- _ý-_ I-~ ____ ___ý .7. DATA SHEET 1 Lift-Off Force Measurement Predicted Force (F;) kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): Shop /l Surveillance No. 3 Tendon ID 10 ,.Phase (Circle One): Eun / Re-Tension Ram ID J371/Ram Calibration Constants: A = k =No. Effective Wires, N Shim Stack Ht. "7_pvin.Date li-A -4'1 Temp: RB Interior 77.X. -F / Concrete Surface V6 OF CAUTION DO NOT EXCEEP A RAM PRESSURE OF 1(1,592 x N. / 169) -k] x 1,000 1A = .Z psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig Consecutive Three Trial Pressure Spread psii N/A N/A Consecutive Three Trial Pressure Average p" psig 12 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim. in Contact with Anchorhead .... 4 -in.0 MZýoX C:)[End Lift-Oýff Force = (A x P' 1,.000) = k = AVM1kip 1 NIA if3 trial pressure spread > 25.000 / A = 1.1 psi 2Re-tension P'range: P' ==(F-k)x 1,000/A =,A/Z&psig < P'< P'n =[(1,394 x N,/ 169)-k]x 1,000/A= .vl.4 psig For Re-Tension Only: F, < End Lift-Off Force < 1394 x N. 1169; Aaý&- < / < A*W=Yes / No (Circle One)Notes: A~g Recorded by: Signature Date / / Reviewed by: Signature Qv Date : -- -28 DATA SHEE Lift-Off Force Mea 4k Surveillance No.55 Xi4 Tendon ID )2. 5f Predicted Force (F.Phase (Circle Re-Tension Ram ID ?Date Temp: RB (Concrete Surface TO -F ,)/c ETI1 1301-9.1 asurement Revision 20 Page 1 of 1 Tendon End (Circle One): e l Field Ram Calibration Constants: A 2. k- '?.No. Effective Wires, N,,_.53. Shim StackHt. 9A in.CAUTION DO NOT EXCEEP A RAM PRESSURE OF x N/ 169)- k] x 1,000 I A _p_,____Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 5-6D?S-o001 C-6% z Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p 1 psig1, 2 N/A N/A 2bL Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2.At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead 2.b'F in.F z->'Z oX C,)U li End Lift-Off Force = (A x P't 11,000) = k =h& d N/A if 3 trial pressure spread > 25,000/A = L.L.&L psi? Re-tension Pý range: P'r,, = (Fp -k) x 1,000 / A = I.4 psig < P'< P' .x = [(1,394 x Nw / 169) -k] x 1,000/A= A psig For Re-Tension Only: Fp < End Lift-Off Force < 1394 x Nw, /169; < < Yes ! No p (Circle One)Notes: 'VA 0%Recorded by: SignatureDate0IA / Reviewed by: Signature IA. Date____-Z_ -o... QV 28 L Dft AffSHEET I Lif-Of ore Measurement Surveillance No. Tendon ID .Predicted Force (Fp) j/& ..kip Tendon Phase (Circle One) un lRe-Tension Ram ID 123 ... Ram Calibration Constants: Date 9 9 Temp: RB Interior 1 +/-.F IFConcrete Surface 3 0 F No. Effective Wires, NJ9 1301-9.1 Revision 20 Page 1 of I End (Circle One): Shop A =c2i taII k=-,2, Rq 2 L.. Shim Stack Ht. J L n.CAUTION DO NOT EXCEEP A RAM PRESSURE OF J(1,592 x N, / 169) -k] x 1,000 IA =psig I Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig VMS-z Consecutive Three Trial Pressure Spread psi N/A N/A/s--Consecutive Three Trial Pressure Average p 1 psig1, 2 N/A N/A IZT4ZZ Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW 0 19 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead 4Lin.u End Lift-Off Force (AxP' 1,000) = k- ip' N/A if 3 trial pressure spread > 25,000 / A = -/.( psi 2 Re-tension P' range: P' in=(Fp-k) xl,000/A = / psig<F"<P'<x=[ (1,394xNw/169)-k]x1,000/A= psig I For Re-Tension Only: FP <End Lift-Off Force <1394 x Nw/169; << .4Yz.. < .-Notes: /0 K_Yes I No. (Circle One)Recorded by: Signature. I-" (ý .~A-Vf Date _j"j-Oft I Reviewed by: Signature to, .-Date '-2O-" QV 28 DATA SHEE Lift-Off Force Mea Predicted Force (F,) j/Ram ID 93 W Surveillance No. 3X5 1r Tendon ID b Phase (Circle One): ýD/ Re-Tension: _l"t 1301-9.1 msurement Revision 20 Page 1 of 1 kip Tendon End (Circle One)., / Field Ram Calibration Constants: A = ,gA42 k=No. Effective Wires, /f Shim Stack Ht. la.&S n-Date Temp: RB Interior 7/ F I Concrete Surface IT "F CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x Nwt 169)-k] x 1,000/A = 7A/,e7 psig Lift-Off Trial Pressure, psig 1 2 3 4 5 6 7 8 9 10ý67" xzkjo Consecutive Three Trial Pressure Spread psi;N/A N/A Consecutive Three Trial Pressure Average p1 psig'.N/A N/A.S7"'At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CW or CCW Stressing Washer Rotation For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead / in.CDM 0oX Cn End Lift-Of Force = (Ax P' i.000) = k = 4 4Z1Z~kiP N/A if 3 trial pressure spread > 25,00/- A = .& psi 2 Re-tension P' range: P'mn = (F, -k) x 1,000 /A &U psig< P'< PP'.= [(1,394.x N 169)- k] x 1,000I/A=.. ..psig For Re-Tension Only: Fp <End Lift-.Off Force <1394 x 14.169;4-A ..l....Yes I No (Circle One)Notes. MA~Recorded by: Signatur4c(il,.( dý....Date -/ Reviewed by: Signature Qv Date 28 N DATA SHEET I Lift-Off Force Measurement 1301-9.1 Revision 20 Page 1 of I Surveillance No. l Tendon I0D b -3,.U Phase (Circle One):ýlun Re-Tension I Predicted Force (F,) e Ram ID 93 7/.ip Tendon End (Circle One): Shop I QD Ram Calibration Constants: A = ,AA4I0 k No.. Effective Wires, Nj.L _ Shim Stack Ht. &,*/0 in.Date Temp: RB Interior Z/ F / Concrete Surface _ OF CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1 .592 x N, 1 169) -k] x 1.000 1 A = 2qc psig Trial 1 2 3 4 5, 6 7 8 9 10 Lift-Off Pressure, psig dCrfe(Consecutive Three Trial Pressure Spread psil: N/A N/A Consecutive Three Trial Pressure Average p'psig1.Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion N/A At Trial 1 e_N/A At Trial 2 Aft__"___ At Trial 3 _ _At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum End Lift-Off Force = (A xP'I 1,000) = k = tkip For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead All,*p in.a-~MZ 0 X 1 N/A if 3 trial pressure spread > 25,000 / A /j- psi 2 Re-tension P" range: P', = (F, -k) x 1,000 /A = .g psig< P< P',, =[(1,394 xNw/ 169)-ki X 1,000/A = ,_psig For Re-Tension Only: F, < End Lift-Off Force < 1394 1169; .0.+ < ..,. < ,, .-Yes I No (Circle One)Notes: AVAOL/Recorded by: Signature__________ Date I I Reviewed by: Signature QV Date 12' (o 28 DATA SHEI Lift-Off Force Mez Surveillance No. 35'. Ir- Tendon ID -3 1 2, Predicted Force (F.Phase (Circle One): u / Re-Tension Ram ID .iJ..Z 7 0,.Date 9-"n-ci Temp: RB Interior 2F / Concrete Surface L 0 F ,>//, ET 1 1301-9.1 asurement Revision 20 Page 1 of 1 kip Tendon End (Circle I Field Ram Calibration Constants: A =4A fqitL k = Y4 No. Effective Wires, NW /6ý. Shim Stack Ht. 'n.CAUTION e DO NOT EXCEEP A RAM PRESSURE OF [(1,592 xNw/ 169) -k3 x 1,000/A = -psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 5-' 2.Consecutive Three Trial Pressure Spread psi N/A N/A Consecutive Three Trial Pressure Average p'psig, 2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial I At Trial 2 At Trial 3 At. Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum Rotation, Turns CWorCCW 0 0 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead in./fIR; 12 I End Lift-Off Force = (A x P' / 1,000) ÷ k I (End Lift-.Off Force =(A xP' /1,000) + k=.M- kip'N/A if 3 trial pressure spread > 25,000/A = /j1-.A psi 2 Re-tension P? range: P',mi = (Fp -k) x 1,000 / A= .4 psig < P'< P' m = [(1,394,x N, / 169) -k] x 1,000 1 A = _/A/4-.. psig r-For Re-Tension Only: Fp < End Lift-Off Force < 1394 x Nw 1169; A11A- < " < 'Yes I No (Circle One)Notes: ,v' r 0, Recorded by: Signature i;vL.C'--- (Date 1 / Reviewed by: Signature iAI. aAA_ o vDate _-______QV 28 DATA SHEET I Lift-Off Force Measurement 1301-9.1 Revision 20 Page 1 of I Surveillance No. Tendon ID 3b 3l 4 2-Predicted Force (F 1 Phase (Circle One). /un Re-Tension Ram ID qg 71 Date _ )Z 70 Temp: RB Interior J .F / Concrete Surface b1k OF') 1L I & kip Tendon End (Circle One): Shop /Ram Calibration Constants: A = -Z. ,6 0 k = -3. .Z4 No. Effective Wires, N, .i ýShim Stack Ht. S. I in.CAUTION 0 DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N, / 169) -k] x 1,000 /A = Trial 1 2 3 4 5 6 7 8.9 10 Lift-Off Pressure, psig 190 Consecutive Three Trial Pressure Spread psi N/A N/A , D Consecutive Three Trial Pressure Average pl psig 1 ,2 N/A N/A Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion At Trial I _... .___At Trial 2 __ _ __ _At Trial 3 t At Trial 4 At Trial 5.At Trial 6 At Trial 7 Sum En Lf-OfForce

(A xP'/ 1,000) k =Mj ip For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead in.CzD-0-U CD o X-ol oX U U A'N/A if 3 trial pressure spread > 25,000 /A = l11>. psi 2 Re-tension P' range: P'mý, = (Fp -k) x 1,000 / A = psig<P'<P'max=[(1,394xNw/169)-k]x1x,000/A.

A/ipsig For Re-Tension Only: Fp < End Lift-Off Force < 1394 x N,/ 169; 4 , < < A11 <Notes: .AoJ--Y Yes I No (Circle.One) -4:-Recorded by: Signature i /. '-- ate f- / Reviewed by: Signature C* O E L QV Date _____ _0 28 TM-N1043: APPENDIX A Revision 0, Page 228 of 350 PSC PROCEDURE SQ10.2 TEST WIRE REMOVAL Data Sheet 10.2 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35 YEAR TENDON SURVEILLANCE R UNIT 1 Tendon No.: /Rsq/ ,/ Tendon End: Bair 1' 9] Shop [] Field Removal Date: Inspection Date: WIRE REMOVAL INSPECTION CORROSION INSPECTION ( LENGTH INTERVALS (8.5.4.1.1) Document the Corrosion Category for each 10' of wire in the increments below. Use Categories described in PSC SQ 8.0.For Corrosion Level E document condition on an NCR. NCR Req'd: 91, NO [] YES NCR#(8.5.4.3.1) Document the total length of the wire on the diagram below. Completed: 0 NO I] YES R,,tfnnh~t4 InrI I 0' ' 10' 20' 30'30' .2 40' 50' 60i 60' ', 70' 1 '80 90'so, 100' 110' 12 1 ' --.1 120'120' 130' "1" 140' 150'* _I ', 4> O #./. .......... ............. 150' 02. .160' 170' 180'180' 190' 200' 210'210' 220' 230' 240'240' 250' 260' 270'270' 280' 290' 300'300' 310' 320' 330'Cut End (8.5.4.6.2) Was the wire cut for samples:, E] NO ,UYES document the area of removal above using symbol .(8.7) Document the location of wire removed on Data Sheet 8.0, ANCHORAGE INSPECTION: , Completed (8.8) Measuring Device: p ID Number: 9-L,1 Recal Date: f.,, (8.8) Wire Pull Ram ID Number: __ ___,._,__Q.C Level: Date: Inspector: ,, ae Reviewed Level: Date: 21 SO 10.2 TM.09 ISI TM-N1043: APPENDIX A Revision 0, Page 229 of 350 Project: TMI 3 5 T' YEAR TENDON SURVEILLANCE LN UNIT 1 Tendon No.: d1.WIRE TEST DOCUMENTATION (8.5.2) Sample No.: I Wire ID and Location of removal: 4.c.7 e-,,4 feet (8.6.1) Wire Diameters: Tag End in. Middle , " Measuring Device ID: n.Length: /,OE in.Ram End in. Avg. in.Recal Date: ", -Ram End (8.9;1) Buttonhead Inspection: Tag End Ox (8.10.1) Gauge Length of Wire: ,,O in. Measuring (8.12.1) Preload force: kips Preload pressure: psi Pressure Gai Ram ID: 770a? Ram Area: 1,4,e in (8.13.1) Force reduced to zero (0): yK (8.14.1) Initial load of wire force: / kips Initial load of pressure: psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: le, kips (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule' reading: /(8.18.2) Maximum force at failure: ,& kips (8.20) Type of break: h,,",.E CALCULATIONS: (8.21.1) Ultimate Stress: ksi (8.21.2) Yield Stress @ 1% elongation: Ag,,, 7J" ksi (8.21.3) % elongation @ failure: .-- ye %(8.21.4) Results: [] Acceptable E1 Unacceptable Custon QC Inspector: vice I D: /?,,Irr Recal Date: Recal Date: Recal Date: uge ID: p2. K,/9 kips (0.1% elongation) Elongation: Z.. g in.Indicator ID: w-eeay Recal Date: Pressure: ( ,319. psi I'!, fO in.Pressure: psi Location of break: , in.MAs I D$&Stress (ksi) = Force (kips) [7c (dia) + [ 4 (in 2)Stress (ksi) = Force (kips) @ 1% -+ [7E (dia 2) + 4] (in 2)[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]her Notified NCR No.:&Z&Date: ,-A-o9 Level: _zr-QC Reviewed: ._ _ __ _ __ _ __ _ _ Level: Date: I 2'7 22 SQ 10.3 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 230 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page1 of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [I UNIT 1 Tendon No.: WIRE TEST DOCUMENTATION (8.5.2) Sample No.: ?Wire ID and Location of removal: feet Le (8.6.1) Wire Diameters: Tag End -,r" in. Middle , ASV in. Ram End Measuring Device ID: QC 79 Recal Date ngth: /9 ' in...5 ," in. Avg. .,,o in;Recal Date: (8.9.1) Buttonhead Inspection: Tag End CK (8.10.1) Gauge Length of Wire: in. Measuring Devic (8.12.1) Preload force: kips Preload pressure: 13 9,V psi Pressure Gau.Ram ID: 7,70o? Ram Area: A in2 (8.13.1) Force reduced to zero (0): gx (8.14.1) Initial load of wire force: & VA, kips Initial load of pressure: psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: ,, , kips F (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (8.18.2) Maximum force at failure: ,7. kips (8.20) Type of break: huorm,ýCALCULATIONS: (8.21.1) Ultimate Stress: A 7 E.,"- ksi (8.21.2) Yield Stress @ 1% elongation: .2 .-ksi (8.21.3) % elongation @ failure: !r,2 %(8.21.4) Results: [M Acceptable EL Unacceptable Customi QC Inspector: __Ram Enc celD: ge ID: -n K = ,d1 kips Recal Date: Recal Date: (0.1% elongation) Elongation: 3-, in.Indicator ID: Recal Date:, psi in.Pressure: psi Location of break: in.Stress (ksi) = Force (kips) + [n (dia 2) + 4] (in 2)Stress (ksi) = Force (kips) @ 1% + [IT (dia 2) + 4] (in 2)[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]er Notified NCR No.: Date: /,I ..j-&?Level: =OC Reviewed: Level: ..Date: Oa I 22 SO 10.3 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 231 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [J UNIT 1 Tendon No.: WIRE TEST DOCUMENTATION (8.5.2) Sample No.: Wire I D and Location of removal: (8.6.1) Wire Diameters: Tag End in.Measuring Device ID:/#'0 /. Y1 feet Middle in.Length: 1,2 y in.Ram End in. Avg. ,,,-c in.Recal Date: ."d -/o Ram End Cr 79 (8.9.1) Buttonhead Inspection: Tag End (8.10.1) Gauge Length of Wire: ,oa in. Measuring De\(8.12.1) Preload force: , kips Preload pressure: i psi Pressure Gai Ram ID: 770c? Ram Area: /,1 in (8.13.1) Force reduced to zero (0): OK (8.14.1) Initial load of wire force: 1/V,2 kips Initial load of pressure: psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: / kips (8.17.1) 'Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (8.18.2) Maximum force at failure: / kips (8.20) Type of break: Z ..-CALCULATIONS: (8.21.1) Ultimate Stress: , A q ksi (8.21.2) Yield Stress @ 1% elongation: .2.2 7,/1 ksi (8.21.3) % elongation @ failure: %(8.21.4) Results: kd-Acceptable El Unacceptable Custon QC Inspector: 6ývice ID: A r Recal Date: Recal Date: Recal Date: J uge ID: A.O...2 K = .I?!/ kips (0.1% elongation) Elongation: _ in.Indicator ID: .4-¢¢. , Recal Date: Pressure: /. , psi in.,,in.Pressure: 0 psi Location of break: / .in.Stress (ksi) = Force (kips) + [T (dia 2) + 4] (in 2)Stress (ksi) = Force (kips) @ 1% +- [it (dia 2) + 4] (in 2)[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]ner Notified NCR No.: Date:,f-t Date: .,,*. Level: _I~ -r QC Reviewed: , Level: .Date: 22 SQ 10.3 TM.09 ISI.doc TM-N1043: APPENDIX A Project: TMI 35"rH YEAR TENDON SURVEILLANCE [2UNIT 1 Tendon No.: g Tendon End: " Shop LI Field Removal Date: 4-7_6' 5 69 Inspection Date: /9 -oc WIRE REMOVAL INSPECTION CORROSION INSPECTION ( LENGTH INTERVALS (8.5.4. 1.1) Document the Corrosion Category for each 10' of wire in the increments below. Use Categories described in PSC SQ 8.0.For Corrosion Level E document condition on an NCR. NCR Req'd: NO El YES NCR#(8.5.4.3.1) Document the total length of the wire on the diagram below, Completed: LI NO 0 YES Buttonhead End .o p&rjo/- rp e.."/ý -C t I xxxxxxxxx xxx~ ~x~xxxxx~ixxxxxxxxwxxxxxxlxxxxxxk.xxxxxxcxxxxx~xxxx~xx 'T 1 1 0/ 20, 30':xxxxxxx~xxx~xxxxxxx~xxxx~xxxxxxx~xx~xxxxxxxx~xxx~xx)!x:ýXxxlxxxx~xxxxxxxxlxxxxxxxlxxx~xxkxxxxxxxxxxxxxx~xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 30' 1 40' /60,. .60'60' ) l ' txxxx~xxx~xxxxxxxxxxxxjxxxxx~xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 90' 100' / 110' r 120'120' 130' 140' ISO, 1 "6 0 .1 6 0 , 1 7 180' co ' --Wo,',90 (d , 200' 210'240' 260' 260' 270'270' 280' 290' 300'300' 310' 320' 330'Cut End (8.5.4.6.2) Was the wire cut for samples:, [I NO [3,YES document the areaof removal above using symbol X.(8.7) Document the location of wire removed on Data Sheet 8.0, ANCHORAGE INSPECTION: El/A [I Completed (8.8) Measuring Device: 2-_2( 4Je. .c' IDNumber: -/Zc Recalgate: 4 -i0 (8.8) Wire Pull Ram ID Number: ,t/4 I npCtr p/___ ___ Level: bate: QC iviewed Level: Date: ., 7 L .... ii4 -21 SQ 10.2 TM.09 ISl.doc TM-N1043: APPENDIX A Revision 0, Page 233 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page1 ofi1 Revision 0 Project: TMI 35 rH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.: ___WIRE TEST DOCUMENTATION (8.5.2) Sample No.: .Wire I D and Location of removal: feet L (8.6.1) Wire Diameters: Tag End , in. Middle in Ram End Measuring Device ID: 2 d 79 Recal Date (8.9.1) Buttonhead Inspection: Tag End Ram Eni (8.10.1) Gauge Length of Wire: in. Measuring Device ID: (8.12.1) Preload force: of kips Preload pressure: Z psi Pressure Gauge ID: A-Doo-Ram ID: 7,7o? Ram Area: in 2 K= kip (8.13.1) Force reduced to zero (0): ,.(8.14.1) Initial load of wire force: kips (0.1% elongation) Initial load of pressure: psi Elongation: ,j., (8,151) Preset Dial Indicator: OK (0.9% elongation) Indicator ID: ,r-,ýy (8.16.1) Force at 1% elongation: //092 kips Pressure: 6,90 (8.17.1) "Rule" reading measurement at 1% elongation: in.(8.18.1) Maximum elongation at failure, from "Rule" reading: /,/. in.(8.18.2) Maximum force atfailure: kips Pressure: (8.20) Type of break: _ Location of break: .de,, CALCULATIONS: (8.21.1) Ultimate Stress: A 7A ,2 -Z e ksi Stress (ksi) = Ford (8.21.2) Yield Stress @ 1% elongation: , ksi Stress (ksi) = Force (8.21.3) %elongation @ failure: % [1 in. +("Rule" Dimension,@ (8.21.4) Results: [A Acceptable El Unacceptable Customer Notified NCR No.: QC InspectorLe:: ý,Z / Level: ength: , in.in. Avg... in.d Recal Date: Recal Date: Recal Date: B in.Recal Date: psi_ psi in.e (kips) + [7r (dia 2) + 4] (in 2)e (kips) @ 1% + [7l (dia 2) + 4] (in 2)Failure -"Rule" Dimension @ 1%)]Date: ..-j./-,2_QC Reviewed: ______._____Level: 7 Date: , -f('j/ )22 SQ 10.3 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 234 of 350 PSC PROCEDURE SQ 10,3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Pagel of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.: _ 96 WIRE TEST DOCUMENTATION (8.5.2) Sample No.: .S Wire I D and Location of removal: (8.6.1) Wire Diameters: Tag End In.Measuring Device !D: 70- y# feet LE i -- !-Middle.61C £79* ,,p in. Ram End Recal Date Ram En vice ID: R- F,..1 in.-- in Avg. ,,,Av' in.":6-.19-/io (8.9.1) Buttonhead Inspection: Tag End (8.10.1)Gauge Length of Wire: ,,t in. Measuring De (8.12.1) Preloadforce: kips Preload pressure: psi Pressure Ga Ram ID: , Ram Area: /1,6 ir (8.13.1) Force reduced to zero (0): OX (8.14.1) Initial load of wire force: kips Initial load of pressure: psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: , kips (8,17,1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (8.18.2) Maximum force at failure: , , kips (8.20) Type of break: CALCULATIONS: (8.21.1) Ultimate Stress: AZ 7 ksi (8.21.2) Yield Stress @ 1% elongation: ,2,2 ?.,1"W ksi (8.21.3) % elongation @ failure: .%. 2 (8.21.4) Results: g-Acceptable D] Unacceptable Custor QC Inspector: ____Recal Date: Recal-Date:. Recal Date: uge ID: n2 K = 69/ kips (0.1% elongation) Elongation: Z.3 9,9 in.Indicator ID: Recal Date: Pressure: ., " psi ,y, in.If./10 in.Pressure: psi Location of break: ',, gi.Stress(ksi) Force (kips) + [7r (dia 2) -4] (in 2)Stress (ksi) = Force (kips) @ 1% -- [7c (dia 2) + 4] (in')[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]ner Notified NCR No.: Level: 2r- Date: ,,J-,9.. ,#9 QC Reviewed: , Level: Date: la , 1 /22SQ 10.3 TM.09ISI.doc TM-N1043: APPENDIX A Revision 0, Page 235 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.: 9/'0 WIRE TEST DOCUMENTATION (8.5.2) Sample No.Wire I D and Location of removal: .,# " feet L (8.6.1) Wire Diameters: Tag End ,,TD in. Middle .4" in. Ram End Measuring Device ID: a r 79 Recal Date ength: ,4W in, in. Avg. J 0 in.d (8.9.1) Buttonhead Inspection: Tag End OK (8.10.1) Gauge Length of Wire: in. Measuring (8.12.1) Preload force: kips Preload pressure: --412a psi Pressure Gai Ram ID: 70o? Ram Area: A,4 1/& in (8.13.1) Force reduced to zero (0): y, (8.14.1) initial load of wire force: 1,4',2 kips Initial load of pressure: 7fp psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: kips (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from 'Rule" reading: (8.18.2) Maximum force at failure: kips (8.20) Type of break: ..org.CALCULATIONS: (8.21.1) Ultimate Stress: ksi (8.21.2) Yield Stress @ 1% elongation: .? ksi (8.21.3) % elongation @ failure: %- %(8.21.4) Results: I4 Acceptable El Unacceptable Custon OC inspector: Ram Eni vice ID: R- A,?Recal Date: Recal Date: Recal Date: uge ID: .O-s.2 K = kips (0.1% elongation) Elongation: 4,3 f in.Indicator ID: eed-, Recal Date: Pressure: 6 4,190 psiIII,Pressure: psi Location of break: i in.Stress (ksi) = Force (kips) + [f, (dia 2) + 4] (in 2)Stress (ksi) = Force (kips) @ 1% -[(Ii (dia 2) +- 41 (in 2)[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]her Notified NCR No.: D)Date: " ,,-,29-t'P Level: 4 QC Reviewed: __L/d.- Level: Z Date: //405 " 22 SQ 10.3 TM.09 ISIdoc TM-N1043: APPENDIX A Revision 0, Page 236 of 350 PSC.PROCEDURE SQ10.2 STEST WIRE REMOVAL Data Sheet 10.2 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35 YEAR TENDON SURVEILLANCE R1 UNIT 1 Tendon No.: 2 Tendon End: A ,,. LI Shop [] Field Removal Date: -9 Inspection Date: WIRE REMOVAL INSPECTION CORROSION INSPECTION (cD LENGTH INTERVALS (8.5.4.1.1) Document the Corrosion Category for each 10' of wire in the increments below. Use Categoriesdescribed in PSC SQ 8.0.For Corrosion Level E document condition on an NCR. NCR Req'd: [A NO El YES NCR#(8.5.4.3.1) Document the total length of the wire on the diagram below. Completed: LI NO [8 YES Buttonhead End I , _ /0' V 10' , 20' 30'30' .40' 50' 60'60' 80' , 90'.22 90' 100' 110, 120'120' A. 130' 140' 150'150' 160' 170' 180'180' 190' 200'210' 220' 230' 240'240' 250' 260' 270'270' 280' 290' 300'300' 310' 320' 330'Cut End (8.5.4.6.2) Was the wire cut for samples:, El NO &] YES document the area of removal above using symbol X.(8.7) Document the location of wire removed on Data Sheet 8.0, ANCHORAGE INSPECTION: [ Completed (8.8) Measuring Device: ," ,.M ID Number: 9-,2. Recal Date: .,-/(8.8) Wire Pull Ram ID Number: __ _ _Q.C Level: Date: Inspector: QC Reviewed Level: Date: ,/, /1o 21 SQ 10.2 TM.09 ISI TM-N1043: APPENDIX A Revision 0, Page 237 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.: P WIRE TEST DOCUMENTATION (8.5.2) Sample No.: I Wire ID and Location of removal: (8.6.1) Wire Diameters: Tag End in.Measuring Device I D: ,V0-,S* feet Le Middle79 in. Ram End Recal Date Ram En vice ID: /?- PS I/00 in.in. Avg. , .in.d (8.9.1) Buttonhead Inspection: Tag End (8.10.1) Gauge Length of Wire: ,p in. Measuring De, (8.12.1) Preload force; 0,-W kips Preload pressure: psi Pressure Ga Ram ID: 70.? Ram Area: ir (8.13.1) Force reduced to zero (0): OX (8.14.1) Initial load of wre force: ya; kips Initial load of pressure: 71,1 psi (8.15.1) Preset Dial Indicator: V& (0.9% elongation) (8.16.1) Force at 1% elongation: (, .kips (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (8.18.2) Maximum force at failure: .kips (8.20) Type of break: CALCULATIONS: (8.21.1) Ultimate Stress: , 9 ksi (8.21.2) Yield Stress @ 1% elongation: , r ksi (8.21.3) % elongation @ failure: %..t2 (8.21.4) Results: I] Acceptable E] Unacceptable Custor Recal Date: Recal Date: Recal Date: uge ID: r2 K = 9 kips (0.1% elongation) Elongation: /, , in.Indicator ID: ,.y Recal Date: Pressure: 476 psi ,f, 9W in.9.,0 in.Pressure: yao psi Location of break: , , in.Stress (ksi) = Force (kips) [iT (dia 2) +4] (in 2)Stress (ksi) = Force (kips) @ 1% + [IE (dia 2) + 4] (in 2)[1 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]ner Notified NCR No.: QC Inspector: Date: /,-, 9-p Level: -QC Reviewed: __Level: " Date: P-4, / /01 22 SQ 10.3 TM.09 ISI.doc TM-N 1043: APPENDIX A Revision 0, Page 238 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.: WIRE TEST DOCUMENTATION (8.5.2) Sample No.: a Wire ID and Location of removal: .o feet Le (8.6.1) Wire Diameters: Tag End in. Middle in. Ram End Measuring Device ID: 0C 79 Recal Date ngth: 1,4F in.* ,,# -in. Avg. o , in.46:-,C9/(8.9.1) Buttonhead Inspection: Tag End (8.10.1) Gauge Length of Wire: in. Measuring De\(8.12.1) Preload force: kips!Preload pressure: / psi Pressure Gai Ram ID: 7 70? Ram Area: 1141176 in (8.13.1) Force reduced to zero (0): O/(8.14.1) Initial load of wire force: 1,Y4 kips Initial load of pressure: 7 ,' psi (8.15.1) Preset Dial Indicator: (0.9% elongation) (8.16.1) Force at 1% elongation: kips (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (8.18.2) Maximum force at failure: 1,3. 74 kips (8.20) Type of break: Awrg-CALCULATIONS: (8.21.1) Ultimate Stress: Ira .--o ksi (8.21.2) Yield Stress @ 1% elongation: .,2_3,,.-7 ksi (8.21.3) % elongation @ failure: .3-3 %(8.21.4) Results: [] Acceptable El Unacceptable Custon Ram Enc vice ID: ,- A .Recal Date: Recal Date: Recal Date: uge ID: .-Ds-2 K= 0.491 kips.(0.1% elongation) Elongation: /9., in.Indicator ID: .Recal Date: Pressure: 'psi in.in.Pressure: ps6'i'O p Location of break: ,.3 "waoin.Stress (ksi) = Force (kips) + (7t (dia 2) -4] (in 2)Stress (ksi) = Force (kips) @ 1% + [7L (dia 2) ÷4] (in 2)11 in. + ("Rule" Dimension @ Failure -"Rule" Dimension @ 1%)]ier Notified NCR No.: QC Inspector: , -,9) #Level: 2 Dalte: QC Reviewed: __Level: hI74ý Date: 12-2 o 22 SQ 10.3 TM.09 SI .doc TM-N1043: APPENDIX A Revision 0, Page 239 of 350 PSC PROCEDURE SQ 10.3 TESTING TENDON WIRES Data Sheet 10.3 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE [] UNIT 1 Tendon No.:.WIRE TEST DOCUMENTATION (8.5.2) Sample No.: Wire ID and Location of removal: (8.6.1) Wire Diameters: Tag End in.Measuring Device ID:/.#:/f. feet Middle .in.Length: /&r in.Ram End in. Avg. in, Recal Date: , Ram End Qc 79 (8.9.1) Buttonhead Inspection: Tag End (8.10.1) Gauge Length of Wire: in. Measuring De, (8.12.1) Preload force: kips Preload pressure: ,. 9 psi Pressure Ga Ram ID: 77o? Ram Area: /A! ir (8.13.1) Force reduced to zero (0): ..(8.14.1) Initial load of wire force. I,4 kips Initial load of pressure: 7.fty psi (8.15.1) Preset Dial Indicator: C/C (0.9% elongation) (8.16.1) Force at 1% elongation: //. ,.? kips (8.17.1) "Rule" reading measurement at 1% elongation: (8.18.1) Maximum elongation at failure, from "Rule" reading: (818.2) Maximum force at failure: .kips (8.20) Type of break: CALCULATIONS: (8.21.1) Ultimate Stress: ksi (8.21.2) Yield Stress@ 1% elongation: .,3 ksi (8.21.3) % elongation @ failure: 6r %(8.21.4) Results: [] Acceptable EI- Unacceptable Custor QC Inspector: 2, .vice ID: Recal Date: / f- /a Recal Date: Recal Date: uge ID: .,,,-n2 K= 0.69/ kips (0.1% elongation) IndicatorID: E Recal Date: Pressure: psi in.in.Pressure: .psi Location of break: , in.Stress (ksi) = Force (kips) + [17 (dia.) -4] (in)Stress (ksi) = Force (kips) Q 1% + [Ir (dia 2) + 4] (in 2)[1 in. + ("Rule" Dimension @ Failure- "Rule" Dimension@ 1%)]ner Notified NCR No.: , -, Level: Date: /.-.3P'--1.P QC Reviewed: > Level: Date: /.- Li/22 SQ 10.3 TM.09 ISI.doc TM-N 1043: APPENDIX A Revision 0, Page 240 of 350 Number TMI -Unit 1 , Surveillance Procedure 301 , ."-L1 RB Structural Integrity, Tendon Survelllance 20*Page 4 015l ENCLOSURE 4 DataSheet 1 TendonWirelinspection Data INSPECTION PERIMOD* i2.V Tendon Identification: hA.25'J#':91 .2 50'"I 0' I C 7 5 '1V ..... .__ 2100'S100,/ _,, ____, ___ __........ 125'12$5 150l 1'75 180'180 .1805'185' 190'Samplo for Tensi"e Tesl1 SamPle i ftto .?,j~t Sampie 2:70. ft to .zfjt Sample 3:4-it to .4iA Wire Sample Qiameters At Breaking At ..1/4,Poinhi3 " points 412 r ja -NOTE 1. Corrosion or any signs of deterioration shalf be indicated fulil.ength. as shown on the above chart.2. Sample sl include areas representative of significant corrosion or pitting Ilthey exist on removed tendon wire.3. Diameter at Breaking Po1nt isto be interpolated from 1I4.polnt diameters on either side of breakingolnIs. Laboratory-Techniclan prepared byD a ..d:te q Laboratory Supervisor Verified by: __Dateabj iD.Cognizant Mech/Struct Englneer Approved by: _-,A ---oate')eo TM-N1043: APPENDIX A Revision 0, Page 241 of 350 I Number TMI- Uint I Surveillance Procedure 1301-9.1 Title Revision No.RB.Structural Integrity Tendon Survelllance 20, ENCLOSURE-4 Data Sheet I Page.41 o!5 INSPETIONTendon WirE INPCINPERIOD ADkAL Tendon Identification: V _-90 ___0 V V d a Inspection Data 25' ,,3 50'"7L' *e>,Y' \.100' , 125. A.175' __--______________________ 180',, 185'26'S0'75.100'125'150'175'80'185' e 190'Sample for Tensile 2 Sample 1:.-Q _ftto j- ft to 106 ft Sample 3: Zft to P90 ft Wire Samole Diam,,eters At Breaking At.1L4-POintts -1a a , NOTE 1. Corroslon or any signs of deterioration shall be !ndicated full length as shown on the above chart, 2. Sample shall Include areas representative ofsignificant corrosion or pitting ' they exist on removed tendon wire.3. Diameter at Breaking Point Is to be Interpolated from 114-point diameters on either side of breakina noints.Laboratory Technician prepared by: Laboratory Supervisor Verified by;Cognizant MechlStrutt Engineer Approved by Date/60 TM-N1043: APPENDIX A Revision 0, Page 242 of 350 Number TMI -Unit: SUrveillance Procedure. 1301-9.1 Tai)a. Revision No..RB Structural Integrity Tendon SurveIllance 20 Page 4 of ENCLOSURE.4 Data Sheet I Tendon Wkie Inspectibn Data INSPECTION PERIOD .-If rfA-IL..Tendon IdentificatVon:-. g 0 a 50'100'125'1.if' hý,-9' 25'III_________50' _100'126"........ ..1 7 5 !,180'__________1865' 190'I 180, Samole for Tensile Te6M(2)Sample 1: A. .ft to .=Aff Sample 2:.Z 7 t to -?Ifl Sample 3:/,/L0 to 4gLfft Wire Sample Diameters At Breaking At 1/4-Points Points a .zW). .e'g dy-49 sam- j NOTE 1. Corrosion or any signs of deterioration shall be Indicated full length as shown ion the above chart.2. Sample shall include areas representative of significantcorrosion or pitting If they exist on removed tendon-wire .3. Dlameteir at Breaking Point Is to be interpolated from 14-point diameters on either side of breakinq.oints. Laboratory Technician prepared by: D at -.,'Laboratory Supervisor Verified by:,......... ýZU 4 " -Date Cognizant Mech/Struct Engineer Approved by: Date...-.60 1301-9.1 Revision 20 Page 5 of'5 ENCLOSURE 4 Data Sheet 2 Tendon Wtre Test Results INSPECTION PERIOD TENDON WIRE SAMPLE NO.DOME 2.3.VERII CAL HOOP 1.NOTES: LOCATION (Z FROM END OF WIRE YIELD 01 STRESS (ksil ULTIMATE STRESS (kW)PERCENT, ()ELONGATION COMMENTS (DENTFY MOST CORRODED'SECTION),....r~ p12A...-22.' ' , 7 .....23S..J.Z.IA.7 -- p,- 7226.Z,,,, 2 ,,7 ,4,,.,-.:-_.,4o ," F, z'Z o X coi oX Cr1 0 (1)(2)(3), (4), See Section 7 of this enclosure, End startsfrom end of zero length as indicated on Data Sheet I of this enclosure. Yield stress is delirned per ASTM A421.At Ultimate Tensie16 Laboratory Te:hij-Prepared B-y: Date.+ .p -/,,'Laboratory Sqpenstj VerifiedBy: ata Cognizant M4ae/ 'A /Approved By: at 61 TM-N1043: APPENDIX A Revision 0, Page 244 of 350 Number TMI -Unit 1 Surveillance Procedure 1301-9.1 RB Structural Intewrity Tendon Surveillai DATA SHEET 4 Elongation / Tendon Force Record Re-Tens.oning Data for De-Tensloned Tendons Page 1 of 4 Tendon ID "4-&Surveillance No. , Part I Original Stressing Data NOTE PTF force is that equivalent to a ram pressure of 1,000 psi. PTF removes tendonslack and is the starting point for elongation measurements. OSF force is 80% (may be less) of tendon ultimate strength. The tendon is loaded to OSF in order to provide the required force distribution. It is also the forte at which final elongation is measured. PTF force / elongation, OSF force / elongation and number of effective wires are documented in construction records.Table I Row, R Parameter Value 1 Shop End PTF Force Y. 3 kip 2 Field end PTF force oox,3 kip 3 Mean PTF Force = (RI + R2) / 2 00', 3 kip 4 Shop End PTF Reference Distance 6,/ in.5 Field End PTF Reference Distance , in.6 Net PTF Reference Distance = R4 + R5 7. Y" in, 7 Shop End OSF Force /.fd'" kip 8 Field end OSF force kip 9 Mean OSF Force = (R7 + R8) / 2 / kip 10 Shop End OSF Reference Distance i,. In.11 Field End OSF Reference Distance ,6o in.12 Net OSF Reference Distance = R10 + Rll /7.oo in.13 Differential Force = R9 -R3 ;,rj," 14 Differential Elongation R12 -R6 15 Number of Effective Wires 4019 16 Elongation Rate = 14 x R15R13 4 ,f, 2v t-13,)31 TM-N1043: APPENDIX A Revision 0, Page 245 of 350 Number TMI -Unit 1 Q Surveillance Procedure 1301-9.1 Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation / Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 2 of 4 Tendon Ram ID ?37/Part 2 Shop End Re-Tensioning Data Ram Area, A ,A1,, ... in2 Surveillance No. A04.Ram k yrt kip NOTE The number of effective wires entered in R1 must be the same as the number entered for the field end in Table 3. Also, the calculations identified in Rows 4, 16, 18 & 19 (shaded) may be done after stressing work at both ends of the tendon is complete.Table 2 Row, R Parameter Value Signature Date 1 Number of Effective Wires .2 PTF Target Pressure i4,O.6 psi lII/I 3 PTF Actual Pressure PsI ,/nloq 5 PTF Reference Distance 3,jrin. i)r./u 6 OSF Maximum Force = R1 x 9.4 i079.,,kip 7 OSF Max. Pressure = 1000 (R6 + k) I A 71 S_.45psi ______8 1/3 Pressure Interval = R7 / 3 -330 A',0/'psi _,____9 Target 1/3 Pressure = 1,000 + R8 Jo(Wpsi 10 Actual 1/3 Pressure 3?,& psi ___/"-I"- --13,Reference -Distance .- -in.-I- --12 Target 2/3 Pressure = R9 + R8 .-..tu" psi _____13 Actual 2/3 Pressure ..j/3 psi __/___, 14 2/3 Reference Distance ,.I. in. ./1 5 .OSF Actual Pressure 707, psi _____y~o I 17,* AI OSF Reference Distance 32 TM-N1043: APPENDIX A Revision 0, Page 246 of 350 Number TMI -Unit 1 Surveillance Procedure 1301-9.1 Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 3 of 4 Tendon ID ,Yd"V9 Surveillance No. Zff*2,f Part 3 Field End Re-Tensioning Data Ram Area, A in 2 Ram ID f370 Ram k -4t srf kip NOTE The number of effective wires entered in R1 must be the same as the number entered for the shop end in Table 2. Also, the calculations identified in Rows 4, 16, 18 & 19 (shaded) may be done after stressing work at both ends of the tendon is complete.Table 3 Row, R Parameter Value Signature Dale 1 Number of Effective Wires 2 PTF Target Pressure 3 PTF Actual Pressure psi 5 PTF Reference Distance in,/ in. A //-/a vp 6 OSF Maximum Force = R1 x 9.4 ,,-r9,, kip , 7 OSF Max. Pressure = 1000 (R6 + k) / A 7/R., Psi(8 1/3 Pressure Interval = R7 / 3 -330 , psi, 9 Target 1/3 Pressure = 1,000 + R8 3d49 psI 10 Actual 1/3 Pressure J0,6'a Psi 1';_WW ,*, o/] 1,,,4 11 1/3 Reference Distance 514in. 01 I 12 Target 2/3 Pressure = R9 + R8 psi V.0 13 Actual 2/3 Pressure psi e-V 14 2/3 Reference'Distance irký //;U OSF Actual Pressure 7,p 7,9 psi-S x 9P.OSF Reference Distance I 33 TM-N 1043: APPENDIX A Revision 0, Page 247 of 350 Number TMI -Unit 1 Surveillance Procedure 1301-9.1 Title, Revision No.RB Structural Inteqritv Tendon Surveillance 20 DATA SHEET 4 Elongation i Tendon Force Record Re-Tensioning Data for De-Tensloned Tendons Page 4 of 4 Tendon ID 1IL-0 Surveillance No. Af_..Part 4 Elongation Comparison Table 4 Row, R Parameter Value 1 Shop End Differential Force from Table 2, R18 /,gY 7 kip 2 Field End Differential Force from Table 3, R18 .kip 3 Average Differential Force = (R1 + R2) /2* /30eA kip 4 Shop End Differential Elongation from Table 2, R19 i in.5 Field End Differential Elongation from Table 3, R19 , in.6 Total Elongation = R4 + R5** /0, in.7 Number of Effective Wires from Table 2, R1 i //8 Re-Tensioning Elongation Rate = R6 x R7 / R3 1,3,'9 Original Elongation Rate from Table 1, R16 10 Fractional Difference in Rates = (R8 -R9) / R9 ii1aC44 I Absolute value of the above Fractional Difference in Rates s 0.1 O.03'Yes For vertical tendon = R1" For vertical tendon = R4...Signatur~e:_ No ___34 TM-N1043: APPENDIX A Revision 0, Page 248 of 350 Number TMI -Unit I Surveillance Procedure 1301-9.1 Title, Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Page 1 of 4 Tendon ID V- qr1 Elongation i Tendon Force Record Re-Tensioning Data for De-Tensioned TendOns Surveillance No. _. (Part I Original Stressing Data NOTE PTF force is that equivalent to a ram pressure of 1,000 psi. PTF removes tendon slack and is the starting point for elongation measurements. OSF force is 80% (may be less) of tendon ultimate strength. The tendon is loaded to OSF in order to provide the required force distribution. It is also the force at which final elongation is measured. PTF force / elongation; OSF force / elongation and number of effective wires are. documented in construction records.Table I Row, R Parameter Value 1 Shop End PTF Force ,.2O'63. kip 2 Field end PTF force 14/A kip 3 Mean PTF Force = (R1 + R2) / 2 2.6 ,-63 kip 4 Shop End PTF Reference Distance 1,*,?- in.5 Field End PTF Reference Distance N/1A in.6 Net PTF Reference Distance = R4 + R5 1, ?- in.7 Shop End OSF Force 1 #73' kip 8 Field end OSF force N1,4 kip 9 Mean OSF Force = (R7 + R8) 2 / /f7j kip 10 Shop End OSF Reference Distance 7, ' in.11 Field End OSF Reference Distance Al in.12 Net OSF Reference Distance = R10 + R11 -7, ]5 in.13 Differential Force = R9 -R3 /2.6 q, 7' kip 14 Differential Elongation = R12 -R6 120 X, J in.a.. an 15 Number of Effective Wires-- W 16 Elongation Rate = R14xR15/R13 o______LA LPL 4 Im IN06 11 31 TM-N 1043: APPENDIX A Revision 0, Page 249 of 350 Number TMI -Unit 1 ISurveilHance Procedure 1301-9.1 Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 2 of 4 Tendon ID I...Ram ID 19371 Part 2 Shop End Re-Tensioning Data Ram Area, A :920 & 60E in 2 Surveillance No. 3L Y.Ram kip I NOTE The number of effective wires entered in R1 must be the same as the number entered for the field end in Table 3. Also, the calculations identified in Rows 4, 16, 18 & 19 (shaded) may be done after stressing work at both ends of the tendon is complete.V Table 2 Row, R Parameter Value Signature Date 1 Number of Effective Wires / , 2 PTF Target Pressure T01 PI 3 PTF Actual Pressure 41Z psi 5 PTF Reference Distance ' 9 i 6 OSF Maximum Force = R1 x 9.4 167J. 2. kip 7 OSF Max. Pressure =1000(R6+k)/A 7 1 1 1 Psi 8 1/3 Pressure Intel = R7 /3-330 257 p 9 Target 1/3 Pressure , + R8 2 %2 3 psi 10 Actual 1/3 Pressure 29<$j psi 11 1/3 Reference Distance , in.12 Target 2/3 Pressure = R9 + R8 ) _psi 13 Actual 2/3 Pressure Z- psi!!14 2/3 Reference Distance I//14.5 in."7)15 OSF Actual Pressure 17 rt osi Zf 1 171 OSF Reference Distance I tT. 5( in. I WA4 I 32 TM-N 1043: APPENDIX A Revision 0, Page 250 of 350 Number TMI -Unit 1 Surveillance Procedure 1301-9.1 Title Revision No.R8 Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation / Tendon Force Record Re-Tensioning Data for Do-Tensioned Tendons Page 4 of 4 Tendon ID V-____Surveillance No. Part4 Elongation Comparison Table 4 Row, R Parameter Value 1 Shop End Differential Force from Table 2, R18 1371, kip 2 Field End Differential Force from Table 3, R1 8 4j ,k kip 3 Average Differential Force = (R1 + R2) /2"* S 71,1 kip 4 Shop End Differential Elongation from Table 2, R19 1 1 in.5 Field End Differential Elongation from Table 3, R1 9 AAl, in.6 Total Elongation = R4 + R5** 11.9 in.7 Number of Effective Wires from Table 2, R1 8 Re-Tensioning Elongation Rate = R6 xR7 / R3.9 Original Elongation Rate from Table 1, R16 10 Fractional Difference in Rates = (R8 -R9) / R9 079 Absolute value of the above Fractional Difference in Rates.< 0.1 Yes No* For vertical tendon = R1** For vertical tendon = R4 Signature: W, &QO -Date: 34 TM-N 1043: APPENDIX A Revision 0, Page 251 of 350 Number TMI -Unit 1)Surveillance Procedure 1301-9.1 Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 1 of 4 Tendon ID)Surveillance No. Part I Original Stressing Data NOTE PTF force is that equivalent to a ram pressure of 1,000 psi. PTF removes tendon slack and is the starting point for elongation measurements. OSF force is 80% (may be less) of tendon ultimate strength. The tendon is loaded to OSF in order to provide the required force distribution. It is also the force at which final elongation is measured. PTF force / elongation, OSF force / elongation and number of effective wires are documented in construction records.Table 1 Row, R Parameter Value 1 Shop End PTF Force jpr,_ kip 2 Field end PTF force jor,_ kip 3 Mean PTF Force = (RI + R2) / 2 go ?, 3 kip 4 Shop End PTF Reference Distance /,9 in.5 Field End PTF Reference Distance /,I in.6 Net PTF Reference Distance = R4 + R5 g , in.7 Shop End OSF Force , kip 8 Field end OSF force /,$-,,Al kip 9 Mean OSF Force = (R7 + R8) /2 1,re .Y kip 10 Shop End OSF Reference Distance in.11 Field End OSF Reference Distance 7, 1 n.12 Net OSF Reference Distance = Ri0 +RII , 0 in.13 Differential Force = R9 -R3 /3 -r 7 kip 14 Differential Elongation = R12 -R6 /,0,7 in.15 Number of Effective Wires /W 16 Elongation Rate = R14 x R15 / R13 1,3.3 31 TM-N1043: APPENDIX A Revision 0, Page 252 of 350 Number TMI -Unit I Surveillance Procedure Title 1301-9.1 Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 2 of 4 Tendon ID ,.- .LP, Ram ID 9 Part 2 Shop End Re-Tensioning Data Ram Area, A in 2 Surveillance No. ij'LýRam k -VaWo kip NOTE The number of effective wires entered in R1 must be the same as the number entered for the field end in Table 3. Also, the calculations identified in Rows 4, 16, 18 & 19 (shaded) may be done after stressing work at both ends of the tendon is complete.Table 2 Row, R Parameter Value Signature Date I Number of Effective Wires /&.9 2 PTF Target Pressure i 3 PTF Actual Pressure qO psi 5 PTF Reference Distance qO in.6 OSF Maximum Force = RI x 9 .4 ,ff kip_, 7 OSF Max. Pressure = 1000 (R6 + k)/ A _/g psi 8 1/3 Pressure Interval = R7 / 3 -330 jp,' psi 9 Target 1/3 Pressure = 1,000 + R8 -oki9psi 10 Actual 1/3 Pressure 3'O psi.-13-Reference-Distance in-.- --12 Target 2/3 Pressure = R9 + R8 yr', psi '14 .O2/3 Reference Distance o I in. Wil 15 OSF Actual Pressure 6?XO psi 17 OSF Reference Distance o in, It/'32 TM-N1043: APPENDIX A Revision 0, Page 253 of 350 Number TMI -Unit I Surveillance Procedure 1301-9.1 Kýe Revision No.RB Structural InteQritv Tendon Surveillance 20 DATA SHEET 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Page 3 of 4 Tendon ID b,-, A Surveillance No. 3.'r Part 3 Field End Re-Tensioning Data Ram Area, A ,olt9,W in2 Ram.ID k '/Ram k-, V&96 kip NOTE The number of effective wires entered in R1 must be the same as the number entered for the shop end in Table 2. Also, the calculations identified in Rows 4, 16, 18 & 19 (shaded) may be done after stressing work at both ends of the tendon is complete.Table 3 Row, R Parameter Value Signature Date 1 Number of Effective Wires .? ----A 2 PTF Target Pressure 07.e"s, 3 PTF Actual Pressure 9&o psi<5 PTF Reference Distance ..o in.6 OSF Maximum Force = RI x 9.4 ls-.T 7 OSF Max. Pressure = 1000 (R6 + k) /A / psir 8 1/3 Pressure Interval = R7 / 3 -330 .14&p psi 9 Target 1/3 Pressure = 1,000 + R8 10, 6(psi 10 .. Actual 1/3 Pressure top .psi-11 1/3 Reference Distance in.12 Target 2/3 Pressure = R9 + R8 .7-psi 13 Actual 2/3 Pressure J4'/30 psi, 4ýý_ý4ý'Jkv _'33 TM-N 1043: APPENDIX A Revision 0, Page 254 of 350 I Number 1301-9.1 TMI -Unit I Surveillance Procedure Title Revision No.RB Structural Integrity Tendon Surveillance 20 DATA SHEET 4 Page 4 of 4 Elongation I Tendon Force Record Re-Tensioning Data for De-Tensioned Tendons Tendon ID tY3,2-W Surveillance No. Part4 Elongation Comparison Table 4 Row, R Parameter Value 1 Shop End Differential Force from Table 2, R18 Y.?O. 7 kip 2 Field End Differential Force from Table 3, R18 /j , kip 3 Average Differential Force = (RI + R2) 1.2 .kip 4 Shop End Differential Elongation from Table 2, R19 & in.5 Field End Differential Elongation from Table 3, R19 y,' in.6 Total Elongation = R4 + R5** in.7 Number of Effective Wires from Table 2, R1 /ir 8 Re-Tensioning Elongation Rate = R6 x R7 / R3 J 7 9 Original Elongation Rate from Table 1, R16 a, 3 10 Fractional Difference in Rates = (R8 -R9) / R9 -Absolute value of the above Fractional Difference in Rates < 0.1 Yes X," No For vertical tendon = R1 For vertical tendon = R4-Signatur' _D!ateL I 34 TM-N 1043: APPENDIX A Revision 0, Page 255 of 350 DATA SHEET 6 Retensloning Criteria Confirmation 1301-9.1 Revision 20 Page I of 1 (1)TENDON 1DSHOP END...FIELD END SHOP END___FIELD END VERTICAL J7'#!SHOP END_ SHOP END.... .SHOP END HOOP TENDONS ,t6LaSHOP END FIELD END---___SHOP END FIELD END SHOP END FIELD END (2)'(3)NUMBER OF 70 %OF EFFECTIVE ULTIMATE WIRES STRENGTH[8.24 X)(2)](4)PREDICTED BASE, FORCE'(6)AVERAGE.(6)LOCK-OFF FORCE ,(7j, Yes/ No/4AtI-A!"AM/L //j"_4ý~i~LL JAa z4ztl 4ýLL Cognizant Mech/Struct Engine'~-/Reviewed By:./~-.~i -~7i Date: .-. ,6 Perfrmed By: 'Predicted Base Force from DC-5390-225.01-SE or separate calculation. 36, DATA SHEET I Lift-Off Force Measurement Predicted Force (F.) ip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): (ý / Field Surveillance No. .-?^e Tendon DP M<1-Y,?Phase (Circle One): As-found R Ram ID 9.21j Ram Calibration Constants: A= = -.j.y f7'4 No. Effective Wires, N,_ /r- Shim Stack Ht. "g.- n.Date ,-/.-o2 Temp: RB Interior I&J F / Concrete Surface 7. °F CAUTION DO NOT EX EEP A RAM PRESSURE OF [(1,592 x N /169)- k] x 1,000 /A = Y191 ruJ" psig Consecutive Stressing Washer Rotation Lift-Off Trial Pressure, psig 1 2 3 4 5 6 7 8 9 10 ConsecUtive Three Trial Three Trial Pressure Pressure Spread Average pl psil psig" 2 N/A- N/A N/Al N/A ,,0 ~ d $' "trr I _At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6.At Trial 7 Sum Rotation, Turns CW or CCW 4,'9 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead ( in./'Z->Cn End Lift-Off Force = (Ax P1 1,000) = k = kip 1 N/A if 3 trial pressure spread > 25,000 / A = I/-P psi 2 Re-tension P' range: P'f, = (Fp -k) x 1,OOC For Re-Tension Only: Fp < End Lift-Off Fo Notes:/A = -psig < P' P',,. = [(1,394 x N. /169) -k] x 1,000 / A = 2 psig'ce <1394 x N.,1'169; 47.-4 < (Yo No (Circle One)*1~~~Recorded by: Signaturx "-Date AZ-/n-, / Reviewed by: Signature Date -4 QV 28 DATA SHEET 1 Lift-Off Force Measurement Predicted Force (F,) L2 kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): Shop Surveillance No. TAro* Tendon I) Arg-y Phase (Circle One): As-found I/ eension Date Y Temp: RB Interior -16,F OF/C Ram ID V*, Ram Calibration Constants: A= .0 2. 9/7, k = --4.,5:-OF No. Effective Wires, NZ _ Shim Stack Ht. 7- -in.3oncrete Surface V CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N. / 169) -k] x 1,000 /A = 71f 7. V psig Consecutive Three Trial Pressure Spread psi!Consecutive Three Trial Pressure Average p'psig2 Stressing Washer Rotation Lift-Off Pressure, psig Rotation, Turns CWorCCW Trial i At Feeler Gage Insertion 1 N/A N/A At Trial 1 0 2 N/A N/A At Trial 2 _3 -O At Trial 3 n_4 __At Trial 4 5 __At Trial 5 6 ! At Trial 6 7 At Trial 7 8 Sum 0. .9 -FEnd Lift-Off Force = (Ax P' 11,000)= k =!.03.? kip 10I!'N/A if 3 trial pressure spread > 25,000 / A /13 psi 2 Re-tension P range: P',i. = (Fp -k) x 1,00/ A =51E3psig < P'< = [(1.394 x NI / 169) -k] x 1,000 /A j4.A1 2.& psig For Re-Tension Only: FP <End Lift-Off Fo ce <1394 x N, 1169; V-3 < < " (Y/No (C Notes: I For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead .. in.X -0 ircle One)Recorded by: Signature Date -I Reviewed by: Signature -QV Date _________28 DATA SHE Lift-Off Force Me.4k Surveillance No. Tendon ID VCO Predicted Force (F Phase (Circle One): As-found / Ram ID 93'7O Date '3-209-b Temp: RB InteriorZ-5. °F / Concrete Surface !& -F p)/12 ET 1 1301-9A asurement Revision 20 Page 1 of 1 04 kip Tendon End (Circle One): / Field Ram Calibration Constants: A= =2 j.'814 k= -2. No. Effective Wires, N, I(*% Shim Stack Ht. n.CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x Nw / 169) -k] x 1,000 / A =4V __ ..Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig 5ar 1 t 5r.74)sr.,? Z Consecutive Three Trial.Pressure Spread psi N/A N/A I Consecutive Three Trial Pressure Average p 1 psig,'2 N/A N/A Stressing Washer Rotation At Feeler Gage Insertion At Trial 1 At Trial 2 At Tral 3 At Trial 4 At Trial 5 At Trial 6 At Trial\7 Surm Rotation, Turns CW or CCW 0 11'For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead S in.-----7-14 rii o X c n 0 End Lift-Off Force = (Ax P'/ 1,000) = k &=-p N/A if 3 tdal pressure spread > 25,000/A = 11/4,?Z-( psi 2 Re-tension P' range: P'min = (Fp -k) x 1,000/A =S psig < P'< P; m = [(1,394 x Nw/ 169)-k] x 1,000/A = _'_,?_(. psig For Re-Tension Only: Fp <End Lift-Off Force <1394 x N 1169; 12o4 < .1 q < 315.71 ( No (Circle-One) Notes: Recorded by: Signature /9j gwft!L A&-=Date & / Reviewed by: Signature L--V- QV Date ________28 DATA SHEET I Lift-Off Force Measurement Predicted Force (Fp) //, 4 kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): </ Field Surveillance No. _05"7ýn.Tendon ID b-i.N Z Phase (Circle One): As-found /I Ram ID f=Ram Calibration Constants: A= I k = -V-1f___'_ Date I-,7-OY Temp: RB Intenor &_7 OF / Concrete Surface t OF No. Effective Wires, Nw_/AZ.Shim Stack Ht. 4. Y,,4 in.CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N, / 169) -k] x 1,000 / A = w!?o YVr psig Trial 1 2 3 4 5 6 7 8 9 10 Lift-Off Pressure, psig-SA W3.Consecutive Three Trial Pressure Spread psit N/A N/A Consecutive Three Trial Pressure Average p 1 psig 1,2 N/A N/A 5"J=3O Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion At Trial 1 At Trial 2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum p 0 For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead-q in.z 0o o CX 41~)>MZ 01 01 End Lift-Off Force =(A xP'/ 1,0.0o)= k =,g&iip 1 N/A if 3 trial pressure spread > 25,000 / A = /1-3 psi 2 Re-tension P range. P',, = (F, -k) x 1,000 / A = .psig < P'< P'mu = [(1,394 x N., / 169) -k] x 1.000 / A =J9 ,, psig For Re-Tension Only: F, < End Lift-Off Force < 1394 x N. 1169; < < ( < 10No (Circle One)Notes: Recorded by: Signature ._ __ __ __Date I_____/02 / Reviewed by: Signature Qv Date -7 J 28 DATA SHEET 1 Lift-Off Force Measurement Predicted Force (F,) /_A_ kip 1301-9.1 Revision 20 Page 1 of 1 Tendon End (Circle One): Shop >Surveillance No. Tendon ID )Phase (Circle One): As-found I/4 on Ram ID 9371 i Temp: RB Interior !& 7 °F / Concrete Surface, sl OF Ram Calibration Constants: A = ,,f..,92 -k = -5. No. Effective Wires, Nw_,.&f Shim Stack Ht. 7.3 in.CAUTION DO NOT EXCEEP A RAM PRESSURE OF [(1,592 x N. 1169) -k x 1,000 I A = _L&r psig Trial 1 2 3 4 5 6 7 8 Lift-Off Pressure, psig 4-c9loa Consecutive Three Trial Pressure Spread psir N/A'N/A Consecutive Three Trial Pressure Average pl psig 1, N/A N/A Stressing Washer Rotation Rotation, Turns CW or CCW At Feeler Gage Insertion At Trial 1 At Trial.2 At Trial 3 At Trial 4 At Trial 5 At Trial 6 At Trial 7 Sum p~VJ ,Y in.,,-,-For Re-tension Only, List Nominal Thickness of Each Shim Starting at Shim in Contact with Anchorhead End Liftff Force (A x P' 11,000) k = &Z457 kip 1 N/A if 3 trial pressure spread > 25,000 /A 1-//3, psi 2 Re-tension P'range: P'r, = (Fp -k) x 1,00A = A psig < P'< P',, =1(1,394 x Ný / 169) -k] x 1,000 / A = psig For Re-Tension Only: F, < End Lift-Off Folce < 1394 x N. 1 169; ,//,25' & < 3 No (Circle One)Notes-, Recorded by: Signature -,/A k Date //-,7-iO? / Reviewed by: Signature _________QV Date 28 TM-N 1043: APPENDIX A Revision 0, Page 261 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TI YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: .Shop El Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: YES[] YES[ YES[] YES[ YES D NO D NO D NO L NO[] NO.......... COMMENTS COMMENTS CREW FOREMAN SIGNOFF UlL/ rm Date: I/,' -1 /)(X:-I.... *. fl-_ £s /I II I QC Reviewed: Level: Date: f I, 25 SO 120 TM.09 ISI.doc I TM-N1043: APPENDIX A Revisinn (1 Pan :2PV nf 3Rl PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: /3-4 .Tendon End: 3 El Shop [ Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: [4 YES F9 YES[ YES YES YES 0I NO El NO LINO Li NO[] NO COMMENTSC--- -- -- ---------- ------- -- ----- -- ---------------------- ---- ------*- --- --- ------- ----- ----------- -- -----CREW FOREMAN SIGNOFF Date: .__Z____1 Level: I;=Date: P2cr27 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0. Page 263 of 350.* ,,, ,,,PSC PROCEDURE SQ 12.0: REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: H-? Lj -3 Tendon End: N Shop El Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: jSYES[YES j] YES[] YES YES E] NO E] NO EL NO[] NO El NO COMMENTS CREW FOREMAN SIGNOFF Date: _______QC Reviewed: < C Level: ,,- Date: 25 SQ 12.0 TM.09 ISI.doc TM-N 1043: APPENDIX A Re~vison IU, rage~ 4M0'- azuI PSC PROCEDURE SQ,1Z.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35 YEAR TENDON SURVEILLANCE Tendon No.: H 619 U)- 3 5 Tendon End: b2-. Eli Shop 2r-eId ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: R'YES-5ýYES 15-ES 5jrES rEVES El NO M NO El NO[] NO[]NO COMMENTS 0 CREW FOREMAN SIGNOFF _ _ __,/ ___ 1\_1_(,,_Date: _'______Level: ,r_Date: zyo7 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 265 of 350 .PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project; TMI 3 5 TI YEAR TENDON -SURVEILLANCE Tendon No.: 4/1 ,,SO Tendon End: , [] Shop Fl Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: 0 YES E] NO GREASE CAP SURFACE PROPERLY PREPARED: 04 YES EJNO GASKET MATING SURFACE PROPERLY PREPARED: ,R'YES Li NO STUD/BOLT HOLES PROPERLY PREPARED: 4 YES [NO FOREIGN MATERIAL EXCLUSION CONTROLLED: RYES Fl NO COMMENTS CREW FOREMAN SIGNOFF __ _ _ _ _ _ _ _ _ Date: QC Reviewed: _Level: Date: 25 SQ 12.0 TM.09 ISIdoc I TM-N1043: APPENDIX A(V 2R of 3!5N.......... " Pane........-5 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: .tj ( -Se) Tendon End: fD n Shop F Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: 9 YES, 19YES OYES IYES I]YES El NO E] NO[] NO El NO I Ji COMMENTS CREW FOREMAN SIGNOFF / 4 Date: " 4 QC Re-iewed: Level: Date: ____/___QC, ,eiw d 6,, .......25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 267 of 350 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: _./_. __"_-,_,,__ Tendon End: ,, Shop IZ Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: [] YES[ YES[] YES[] YES W YES LINO[NO ENO LINO LINO COMMENTS AJD M6__ .. .._________________ __________ CREW FOREMAN SIGNOFF ___ ___ __Date: QC Reviewed Level: j Date:416 25 SQ 12.0 TM,09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 268 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35TH YEAR TENDON SURVEILLANCE Tendon No.: / , Tendon End: ,, Shop I] Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: Z] YES[ YES I] YES[] YES[] YES F NO F] NO nI NO EO NO 0 NO COMMENTS CREW FOREM AN SIGNOFF --- -- -___--_--- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Dat e': --- ------- ---- --QC Reviewed: Level: Date: 25 SQ 12.0 TM09 ISI.doc TM-N1043: APPENDIX A Revision 0. Page 269 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: H 6 .- Tendon End: , RShop L'-]Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: ,I YES nl NO GREASE CAP SURFACE PROPERLY PREPARED: 0 YES ED NO GASKET MATING SURFACE PROPERLY PREPARED: [ YES F] NO STUD/BOLT HOLES PROPERLY PREPARED: YES n NO FOREIGN MATERIAL EXCLUSION CONTROLLED: YES Ln NO COMMENTS Al CREW FOREMAN SIGNOFF ____________________ Date: it-/) --017 QC Reviewed: Level: Date: 25 SQ 12.0 TM.09 ISI.doc TIM-N1043: APPENDIX A Revision 0. Paoe 270 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0.Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: ___"_____Tendon End: , [] Shop Field ANCHORAGE INSPECTION CRITERIA I I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: Z YES ,q YES 9YES[YES YES L1 NO[] NO LINO rNO El NO I COMMENTS CREW FOREMAN SIGNOFF &I./ Date: I"Z L"1 S111 I I QC Reviewed: _ _ _ _ _ _ _ _ _--_ _ _ _ Level: _ Date: _-______25 SQ 12.0 TM.09 ISidoc TM-N1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 3 5TH YEAR TENDON SURVEILLANCE Tendon No.: 1 Tendon End: Tq D)S'op FI Field ANCHORAGE INSPECTION CRITERIA I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: >ýYES;RTES ffYES El NO IINO LINO LINO LINO I COMMENTS V CREW FOREMAN SIGNOFF[IZ0 Date: "QC Reviewed: W Level: Date: _-__"_25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 272 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V- Tendon End: 65A Ej Shop Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: R YES El NO GREASE CAP SURFACE PROPERLY PREPARED: WYES L NO GASKET MATING SURFACE PROPERLY PREPARED: RYES El NO STUD/BOLT HOLES PROPERLY PREPARED: ,gYES DNO FOREIGN MATERIAL EXCLUSION CONTROLLED: ,,YES EINO COMMENTS AfDAI CREW FOREMAN SIGNOFF _ _41Z __ _ Date: --1/"0'L QC Re: 4eL Level: Date: ___ 1_-_25 SQ 12.0 TM.09 ISIdoc TM-N1043: APPENDIX A R e v is io n 0 .P a ne 2 7 3 o f 3 ,5 -. _-REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0= ...Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V-3 2 Tendon End: 7o NShop D Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: RYES [I NO GREASE CAP SURFACE PROPERLY PREPARED: N-YES ENO GASKET MATING SURFACE PROPERLY PREPARED: CR-YES El NO STUD/BOLT HOLES PROPERLY PREPARED: N-YES El NO FOREIGN MATERIAL EXCLUSION CONTROLLED: 9'YES El NO COMMENTS CREW FOREMAN SIGNOFF ........_ _ ___,_ _ _ __ _ __ _ _Date:-4 If a-QC Reviewed: Level: Date: _________25 SQ 12.0 TM.09 ISI.doc, I TM-N1043: APPENDIX A Revisinn n P;np. 274 nf iRm PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP, Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 6TH YEAR TENDON SURVEILLANCE Tendon No.: ,- I Tendon End: E_________ li Shop Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: gLYES M YES KYES Z YES ,Z YES El NO E1 NO El NO E NO El NO COMMENTS A/'CREW FOREMAN SIGNOFF _IJ IL C Date: 9iAnzZ9 Reviewed Level: Date: _'__-___25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0. Pane 275 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V-d Tendon End: 10 [ Shop El Field ANCHORAGE INSPECTION CRITERIA I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: YES , YESYES SYES YES E-]NO n NO E[ NO n NO n NO I COMMENTS CREW FOREMAN SIGNOFF 2,fAl -./ IfXz. Date: 9-.200 im r7-Ii QCRReviewed: _ .___ _ _ _ _ ____ Leve,1: Date: __-_ -___25 SQ 12.0 TM,09 ISIdoc TM-N1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: [Shop [Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: SYES[ YES IYES j] YES YES[] NO D NO El NO L0 NO F] NO I ji COMMENTS Al CREW FOREMAN SIGNOFF ...... .. Date: I 6-QC Reviewed: _ _ __-_n_ _ _ _ Level: Date: 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page I of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: 9p!7 p -Shop El Field ANCHORAGE INSPECTION CRITERIA I I BEARING PLATE SURFACE PROPERLY PREPARED: "Y~fES El NO GREASE CAP SURFACE PROPERLY PREPARED: t9YES LI NO GASKET MATING SURFACE PROPERLY PREPARED: W"ES LI NO STUD/BOLT HOLES PROPERLY PREPARED: YES L] NO FOREIGN MATERIAL EXCLUSION CONTROLLED: S [] NO tý<.S nN I t C R EW..............

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R E------------------------------A N------------------ ........................................... I..............D..... COMMENTS N CREW FOREMAN SIGNOFF Date: -. 'IIl u'a QC Reviewed: L/_,W/L Level: _, _ Date:_______ 25 SQ 12.0 TM.09 ISIdoc TM-N1043: APPENDIX A Revision 0. Paae 278 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 1.2.0 July 31, 2009 Page 1 Of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V4- %-- Tendon End: [] Shop ANCHORAGE INSPECTION CRITERIA I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: YES OýYES I4YES[YES ,K YES LZ NO ENO EJNO LINO UNO COMMENTS j CREW FOREMAN SIGNOFF ... .. D Date: QC.Reviewed: .Level: -VDate: 1-1" 25 SQ 12.0 TM.09 ISidoc TM-N1043: APPENDIX A rxevismr Q' rHE' g Z II Ing PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July.31, 2009 Page 1 of 1 Revision 0 Tedo N.:.....TnonEd ) hp [I il Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: .1 -Tendon End: NIN Shop C EField ANCHORAGE INSPECTION CRITERIA I I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: 9 YES YES , YES YES YES 0 NO El No El NO D No ED NO COMMENTS 4 4 A/CREW FOREMAN SIGNOFF Date://Level: :__Date:__ _ _ _25 SQ 12Q0 TM.09 ISIdoc TM-N1043: APPENDIX A Revision 0, Page 280 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 TH Project: TMI 35 YEAR TENDON SURVEILLANCE Tendon No.: A2=,,j Tendon End: ,a 4 Shop ýRField ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: YES IYES J YES JYES J1YES E-]NO 0 NO ENO[] NO ENO COMMENTS AJM i,T,............ .. ................ ____ .. ..... ... ....... .... .CREW FOREMAN SIGNOFF J A/Date: 6 ,-,,ate"-IF t1A44_OC Reviewed: Level: ....Date: " 25 SQ 12.0 TM09 ISIdoc TM-N 1043: APPENDIX A Revision 0. Page 281 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP4 Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: D Tendon End: 2 3 A'1"t 1"- MShop El Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: SYES LI NO GREASE CAP SURFACE PROPERLY PREPARED: CKYES LI NO GASKET MATING SURFACE PROPERLY PREPARED: WYES EL NO STUD/BOLT HOLES PROPERLY PREPARED: R-YES LI NO FOREIGN MATERIAL EXCLUSION CONTROLLED: 5JYES LI NO------------------------------

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-- .........-............................................................................. COMMENTS CREW FOREMAN SIGNOFF A (-4 Date: _- __QC Reviewed: _ Level: Date: 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A I PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP, Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35' YEAR TENDON SURVEILLANCE Tendon No.: z 2 Tendon End: &,q, L El Shop [Field ANCHORAGE INSPECTION CRITERIA I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES.PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: ,AYES r'YES[9YES 2YES ,,YES El NO n NO El NO n NO LI NO";.COMMENTS,/. COMMNTS/ v,,, D.CREW FOREMAN SIGNOFF IL_ Date: RVi O! C Reviewed: -,

- ---- Level

5 --Date: 25 SQ 12.0 TM.09 ISIdoc TM-N 1043: APPENDIX A Revision 0, Page 283 of 350 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: L-_ , A Tendon End[1 Shop[] Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED:

YES GREASE CAP SURFACE PROPERLY PREPARED: YES GASKET MATING SURFACE PROPERLY PREPARED: [] YES STUD/BOLT HOLES PROPERLY PREPARED: [ YES FOREIGN MATERIAL EXCLUSION CONTROLLED, YES El NO LJNO LNO LINO ONO COMMENTS CREW FOREMAN SIGNOFF ..Date: I CC Reviewed: A Level: _Date: _-__25 SO 12 0 T"M 09 ISI.doc TM-N1043: APPENDIX A Project: TMI 35TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: -IZ Shop Rt Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: (0 YES[] YES[] YES[] YES[ YES DNO DNO DNO ElNO El NO C...................... O M M E N T S ............ .. .. .. ... .. .. .. .. ... .. .. .. .. ... .. .. .. .. ................... ............................. COMMENTS CREW FOREMAN SIGNOFF "__...._ _ _ _ _ _ _ Date: I IV/- AI-r *i --QC Reviewed: Level: -, _Date: 1/_/,__7_. 25 SQ 12.0 TM.09 ISIdoC TM-N 1043: APPENDIX A RPpvicinn n Pnnn qR! nf qfl PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 3 5 TH YEAR-TENDON SURVEILLANCE I Tendon No.: Tendon End: S tLL. _ hop E1 Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: & 'YS 9-YES-WYESýMES K'YES EJNO LINO E[ NO n NO El NO COMMENTS" CREW FOREMAN SIGNOFF aA/ f_ Date: L°t2ElF 0 p p Q.e: QC Reviewed: ________________ Level: Date: <W- 1 7-09?25 SQ 12.0 TM.09 ISI.doc I TM-N 1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.:. _ 7 Tendon End: a N Shop CTField~ANCHORAGE INSPECTION CRITERIA, I BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: %YES ,AYES$ YES t YES 1YES 0 NO 0 NO 0 NO RZ NO COMMENTS CREW FOREMAN SIGNOFF ........ < Date.- -.\ II 0 (rýII 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revisnn Q3 Pag 287 nf" PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 35'H YEAR TENDON SURVEILLANCE Tendon No.: ; 0 Tendon End: 6A 1141 El Shop []Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: 5YES E] NO GREASE CAP SURFACE PROPERLY PREPARED: WYES El NO GASKET MATING SURFACE PROPERLY PREPARED: 8'YES El NO STUD/BOLT HOLES PROPERLY PREPARED: K'YES El NO FOREIGN MATERIAL EXCLUSION CONTROLLED: W'YES El NO COMMENTS CREW FOREMAN SIGNOFF ,_Date: _-__"-_00 Reviewed: 4-d~c Level: Jc"" D ate: 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 288 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of I Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V_,_ _ _ Tendon End: E] E] Shop I] Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: 8 YES I YES YES IYES ( YES El NO El NO El NO U NO El NO COMMENTS CREW FOREMAN SIGNOFF Date: 1/124 QC Reviewed: <,____ _ Level: .Date: /.T/p.25 SQ 12.0 TM,09 ISI.doc TM-N 1043: APPENDIX A......... ......: 200:PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 35TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: 6A Re [-El Shop t Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: XEYES El NO GREASE CAP SURFACE PROPERLY PREPARED: tý'YES El NO GASKET MATING SURFACE PROPERLY PREPARED: t'fYES El NO STUD/BOLT HOLES PROPERLY PREPARED: N(ES El NO FOREIGN MATERIAL EXCLUSION CONTROLLED: EYES F1 NO COMMENTS -CREW FOREMAN SIGNOFF __All _ Date: VFI y -QC Reviewed: t, { Level: Date: __----__25 SQ 12.0 TM.09 ISI.doc Project: TM! 3 5 T' YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: 6A Ile C Shop 54 Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE-SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: ýnES'&YES N-YES-0YES ELNO El NO El NO El NO F1 NO COMMENTS g CREW FOREMAN SIGNOFF (4. .-e Date: 2I-OY1 QC Rtviewed: _ _ _ _ _ _ _ _ _ _ _ _ Level: Date: 25 SQ 12.0 TM.09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V- Tendon End: El4/Ile-n 4 Shop [ Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: El NO GREASE CAP SURFACE PROPERLY PREPARED: "t'ES nl NO GASKET MATING SURFACE PROPERLY PREPARED: 'hYES El NO STUD/BOLT HOLES PROPERLY PREPARED: -YES E NO FOREIGN MATERIAL EXCLUSION CONTROLLED: IEYES El NO COMMENTS 6) r-k CREW FOREMAN SIGNOFF ./Date:?-/c ,QC Reviewed., Level: Date: 25 SQ 12.0 TM.09 ISIdoc TM-N1043: APPENDIX A Revision 0, Page 292 of 350 PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP Data Sheet 12.0 July 31, 2009 Page 1 of 1.~ - 0 Project: TMI 3 5 T" YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: __________ Shop [M Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: i] YES I] YES[I YES[ YES] YES LI NO F1 NO El NO El NO El NO COMMENTS CREW FOREMAN SIGNOFF Date: !L-!.L QC Reviewed: ____Level: Date: 25 SQ 12.0 TM.09 ISI.doc TM-N 1043: APPENDIX A Itc i~zU, igz U~ :~tUPSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V_ YE Tendon End: _6A E] Shop [ Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: ýkYES'R-ES 2!rYES MYES 9'YES El NO El NO[] NO LI NO El NO COMMENTS CREW FOREMAN SIGNOFF .f.Alr41? Date: _______0I 'a QC Reviewed: Level: Date: %-ZI-69 25 SQ 12.0 TM.09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP-Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 3 5 TH YEAR TENDON SURVEILLANCE Tendon No.: V- V Tendon End: 6A le- a- Shop 5 Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: ýIES WYES tEYES N:YES JVES n NO F1 NO El NO F] NO n] NO........................... .................................................................. --............................ COMMENTS o qe_ _CREW FOREMAN SIGNOFF I.t- U 9 h o !ii _____ Date: f'06 S Reviewed Level: Date: 9 '1"0 -O 25 SQ 12.0 TM,09 ISI.doc TM-N 1043: APPENDIX A PSC PROCEDURE SQ 12.0 REPLACE GREASE CAP, Data Sheet 12.0 July 31, 2009 Page I of 1 Revision 0 Project: TMI 3.5 TH YEAR TENDON SURVEILLANCE Tendon No.: Tendon End: r-] Shop []Field ANCHORAGE INSPECTION CRITERIA BEARING PLATE SURFACE PROPERLY PREPARED: GREASE CAP SURFACE PROPERLY PREPARED: GASKET MATING SURFACE PROPERLY PREPARED: STUD/BOLT HOLES PROPERLY PREPARED: FOREIGN MATERIAL EXCLUSION CONTROLLED: JRES 5rES JYES 91YES 53:YES O'NO LINO LINO F] NO n] NO COMMENTS A,'.L CREW FOREMAN SIGNOFF /, -A 7 Z Date: QC Reviewed: .Level: Date: 25 SQ 12.0 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0. Paae 296 of 35n PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b- Hand Pumping July 31, 2009 Page 1 of I Revision 0-Project: TMI 35t YEAR TENDON SURVEILLANCE Tendon No.: H _..GREASE REPLACEMENT QC SIGNOFFS i I (8.4) Grease Used NEW El OLD -TEST DATE: El ACCEPTABLE C3 APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for gu#, tendon end: gal (8-6) Total Grease Loss from Data Sheet 6.0 for tendon end: 4 gal. Zf/_ A..(8.7) Estimated grease losses from leaks for 7tendon end: 0 gal.(8.8) Estimated grease losses from leaks for tendon end: '0 gal.(8.9) TOTAL Tendon Grease Loss' /Z : gal.13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: -°F ThermometerID: _-___ RecalDate: -2 1-/Q (13.7) Grease Temp.: ' F Thermometer ID: _/______ RecalDate: 7-,,-/Q (13.9) Initial Grease Height (a) in. (13.12) Final Grease Height (b) in.(13.14) Total amount of Grease added: ,- 3 gal. (a -b) x 1.77 into the 4 Iz,]d" end'3.16) Quantity of Waste Grease: gal. (13.15) 1935oured [I Hand Pumped k13.17) Total Grease Replaced this end: 9, 3 gal. V-22"09 13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: rz OF Thermometer ID: Recal Date: (13.7) Grease Temp.: /Pp OF Thermometer ID: M& 4/ Recal Date: (13.9) I!na. Grease Height (a) in. (13112) Final Grease Height (b) f!/2 in.(13.14) Total amount of Grease added: .gal. (a-b) x 1.77 into the end (13.16) Quantity of Waste Grease: , gal. (13.15) 0l Poured El Hand Pumped (13.17) Total Grease Replaced this end: gal.,14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: 1,3,j gal. (13.17 .13.17)(14.2) Net Tendon Duct Grease Volume: .,p gal. Refer to SQ 12.2-GRFASE VOLUMES. ror the Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: x 100 1,.71 % Difference Net Tendon Duct Grease Volume (14.2) ,l'-,ttf (14.4) Grease Leaks: El Yes No (14.5) Refill Acceptable: 1 Yes (less than 10%) El No (greaterthan 10%)If No -Customer Notified NCR No.:--,,v,/.4 (14.6) Comments: Reviewed: Level: -7Z7I7" Date: b 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX 'Revision 0, Page 297 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1 b -Hand Pumping July 31, 2009 Page 1 of I Revision 0 I I Project: TMI 35t6 YEAR TENDON SURVEILLANCE Tendon No.:' Y 3-GREASE REPLACEMENT QC SIGNOFFS (8.4) Grease Used 9rNEW El OLD -TEST DATE: [] ACCEPTABLE U APPROVAL LETTER , (*, 0'8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for " tendon end: gal. ___,__/,-__ (8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: gal _________(8.7) Estimated grease losses from leaks for 'AI 2_ tendon end: .gal. ______,-0_ (8.8) Estimated grease losses from leaks for Z, tendon end: O gal. .____-,,___ (8.9) TOTAL Tendon Grease Loss., gal. ,.,_-___13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: O F Thermometer ID: .Recal Date: (13.7) Grease Temp.: ! e-OF Thermometer ID: Recal Date: (13.9) Initial Grease Height (a) / in. (13.12) Final Grease Height (b) , in.(13.14) Total amount of Grease added: f, .-gal. (a-b)x 1.77 into the end-3.16) Quantity of Waste Grease: gal. (13.15) t oured [] Hand Pumped k13.17) Total Grease Replaced this end: .,'{ ".,_ gal. .13.0 HAND PUMPI NG -SECOND END (13.6) Ambient Temp.: OF ThermometerID: Fk-ki9 RecalDate: 7-. ,4..o (13.7) Grease Temp.: 01 oF ThermometerlD: I t-Doý Recal Date: 7-)0 (13.9) InitIal Grease Height (a) 0' in. (13.12) Final Grease Height (b) 3 in, (13.14) Total amount of Grease added: 9,g4 gal. (a-b)x1.77 intothe end (13.16) Quantity of Waste Grease: C, gal. (13.15) ,Poured El Hand Pumped (13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: ), 3 g gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: j3, , gal. Refer 10 SO 122-GREASE VOLUMES, for the Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14 31 Percent Dlifferpence: =Jon 0/^ Iiffarane (14.4) Grease Leaks: Cl Yes (14.5) Refill Acceptable: ,BYes (less ihd Net Tendon Duct Grease Volume (14.2)N-No an 10%) El No (greaterthan 10%)If No -Customer Notified NCR No.: I (14.6) Comments: A/or~e1 Reviewed: IV1'4 e /1C Level: _ ------ __ Date: "r- zz 0 -?26 SQ 12.1 TM.09 ISI.doc I TM-N1043: APPENDIX A Revision 0. Paae 298 of 3Sfl PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping July 31, 2009 Page I of 1 Revision 0 Project: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: " GREASE REPLACEMENT QC SIGNOFFS I I (8.4) Grease Used 5 NEW [I OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: L gal.(8.6)'Total Grease Loss from Data Sheet 6.0 for tendon end: _ ,.-gal. (8.7) Estimated grease losses from leaks forLi//(~jp4 ten d on e nd: (8.8) Estimated grease losses from leaks for it.,boy) tendon end: ( gal.zX,-.-a1 (8.9) TOTAL Tendon Grease Loss: ga. 6 ,i.oq 1.3.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: °F Thermometer ID: $ 7"-of3 Recal Date: (13.7) Grease Temp.: oL F Thermometer ID: Recal Date: 7Z 7-, : (13.9) Initial Grease Height (a) in. (13.12) Final Grease Height (b) in.(13.14) Total amount of Grease added: -, gal. (a-b)x 1.77 into the end'3.16) Quantity of Waste Grease: .gal. (11315) WP'oured C] Hand Pumped (13.17) Total Grease Replaced this end: 29, gal. (,O ,y$091 13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: O. L F Thermometer ID: 5 r-S Recal Date: 3 "N,1*?(13.7) Grease Temp.: J OF Thermometer ID' Recal Date: (,4"-,O (13.9) Initial Grease Height (a) /4 in. (13.12) Fina. l Grease Height (b) / In.(13.14) Total amount of Grease added: 7,oS gal. (a-b)xl.77 intothe -op end (13.16) Quantity of Waste Grease: (2 gal. (13.15) W1Poured [] Hand Pumped (13.17) Total Grease Replaced this end: Of gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: /j, Oq gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: / V_,

• gal. ROWe(o SO 12.2-GRESE VOLUMES, tor the Tendon Net Duct Volume Total Tendon Replaced (14.1)-Total Tendon Loss (8.9)(14.3) Percent Difference:

.................. x 100 =357 % Difference (14.4) Grease Leaks: (14.5) Refill Acceptable: (14.6) Comments: E0 YesýErYes (less Ih ,,Jet , endUUI LimU "tease~ voume UI4.rNo an i0%) El No (greater than 10%)If No -Customer Notified NCR No.:*Reviewed: 1W, ~ 2 Z Level: 2L71 Date: 26 SQ 12.1 TM.09 ISI.doc TM-N 1043: APPENDIX A Revision 0, Page 299 of 350 Project: TMI 35 h YEAR TENDON SURVEILLANCE Tendon No.: GREASE REPLACEMENT OC SIGNOFFS (8.4) Grease Used (E NEW El OLD -TEST DATE: 0l ACCEPTABLE E] APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: Y gal.(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: gal (8.7) Estimated grease losses from leaks for tendon end: -gal.(8.8) Estimated grease losses from leaks for tendon end: gal.(8.9) TOTAL Tendon Grease Loss: gal.13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: IF Thermometer ID: Recal Date: (13.7) Grease Temp.: ' Thermometer ID: Recal Date: (13.9) Initial Grease Height (a) _in. (13.12) Final Grease Height (b) 7 7 in.(13.14) Total amount of Grease added: 7,,o" gal. (a-b)xl.77 intothe ',end'3.16) Quantity of Waste Grease: # gal. (13.15) R] Poured Fl Hand Pumped (13.17) Total Grease Replaced this end: gal.13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: OF Thermometer ID: Recal Date: (13.7) Grease Temp.: goo OF Thermometer ID: ,r Recai Date: (13.9) Iniial Grease Height (a) in. (13.12) Final Grease Height (b) in.(13.14) Total amount of Grease added: 7 gal. (a-b)x1.77 into the ._end (13.16) Quantity of Waste Grease: _ gal. (13.15) [ Poured El Hand Pumped (13.17) Total Greae R _!dhis end: gal.1.---0 ----ALCUATIONO-R ......M.. P-I 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: gal. RefetoSQ 22 -GREASE VOLUMES. fo, the TendunNetDuctVolune Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: Ix 100 .3ell % Difference (14.4) Grease Leaks: (14.5) Refill Acceptable: (14.6) Comments: El Yes[] Yes (less th I] No an 10%) El No (greaterthan 10%)If No -Customer Notified NCR No.: A-'A " A Reviewed: 54/jvwlj,ý Level: ODale: 2- /- I1 26 SO 12.1 TM.09 ISI.doc I TM-N1043: APPENDIX A Revision 0, Page 300 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 th YEAR TENDON SURVEILLANCE Tendon No.: / 6-Z4 GREASE REPLACEMENT QC SIGNOFFS J I (8.4) Grease Used R] NEW C1 OLD -TEST DATE: El ACCEPTABLE Li APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: .4 gal.(8.6) Total Grease Loss from Data Sheet 6.0 for ,t tendon end: ",]rgal ,O-(8.7) Estimated grease losses from leaks for & tendon end: 0 gal. ___________. (8.8) Estimated grease losses from leaks for tendon end: Q gal. 1,or (8.9) TOTAL Tendon Grease Loss: gal. _,__,_" 13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: O °F Thermometer ID: Pef- ., Z Recal Date: 10 (13.7) Grease Temp.: ,/ o °F Thermometer ID' PK- Recal Date: ,7 -,0 (13.9) Initial Grease Height (a) 2t in. (13.12) Final Grease Height (b) Z. L in.(13.14) Total amount of Grease added: gal. (a-b)x 1.77 intothe end'3.16) Quantity of Waste Grease: 0 gal. (13.15) W.:Poured [] Hand Pumped k13.17) Total Grease Replaced this end: 7)0S" gal. M 13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: OF ThermometerlD: V(/'/ RecalDate: "1-/V (13.7) Grease Temp.: -F Thermometer ID: Recal Date: 9-,/))(13.9) InitBal Grease Height (a) in. (13.12) Final Grease Height (b) .2 uin.(13.14) Total amount of Grease added: ./'/ gal, (a-b)xl.77 into the end (13.16) Quantity of Waste Grease: Q gal. (13.15) ,) oured E1 Hand Pdmped (13.17) Total Grease Replaced this end: 61q gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: J gal. (13.17 + f1 17)(14.2) Net Tendon Duct Grease Volume: / 'i.., gal. RerertoSo 12.2-GREASE VOLUMES, ftr the Tendon Net Duct Volume (14.3) Percent Difference: Total Tendon Replaced (14.1) -Total Tendon Loss (8.9) x 100 % Difference Net Tendon Duct Grease Volume (14.2) 0f (14.4) Grease Leaks: El Yes O'No , ,Za1 (14.5) Refill Acceptable: Yes (less than 10%) El No (greaterthan 10%) Y'zyý" If No -Customer Notified NCR No.: A,z '- , (14.6) Comments: "Reviewed. '6M~1 (41.Level: T- Date: _ "-_ _ _ _ _ _ _ _ _26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 301 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page 1 of 1 Re vision 0 Project: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: I. GREASE REPLACEMENT Qc SIGNOFFS I (8.4) Grease Used El NEW Li OLD -TEST DATE: 'I.ACCEPTABLE EL APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: S".5 gal. ' 1.*(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: gal..(8.7) Estimated grease losses from leaks for Gebd tendon end: 0 gal.(8.8) Estimated grease losses from leaks for tendon end: .gal.(8.9) TOTAL Tendon Grease Loss: &*1 gal. k 1 w 12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: Thermometer ID: Recal Date: (12.7) Grease Temp.: °F Thermometer I6: Recal Date: (12.9) Initial Grease Height (a) /b k in, (12.14) Fina. Grease Height (b) in.(12.16) Total amount of Grease Pumed: 7,- gal. (a-b)x1.77 intothe / end 2.18) Quantity of Waste Grease: gal. (12.17) Was Exit Achieved? 2 Yes EL No (12.19) Total Grease Replaced this end: , gal. If no, Pressure Held for , psi ,6, min LA I .IPUMPING -SECOND END (if necessary) (13.6) Ambient Teo.. OF Thermometer ID: Recal Date: (13.7) Grease Temp.: OF -_"-T mo-io 7 ir ID: Recal Date: (13.9) Initial Grease Height (a) /___ .Final Grease Height (b) in.(13.14) Total amount of Grease added: gal. (a- b) x 1.77 the end (13.16) Quantity of Waste Grease: gal. (13.15) 0i Poured Li Han d (13.17) Total Grease Replaced this end: gal. __,, 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: m,.,r gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: gal. Refer to SQ 2.2 -GREASe VOLUMES. for the TendoniNet ouct Volume Total Tendon Replaced (14.1)- Total Tendon Loss (8.9)(14.3) Percent Difference: X 100 =%Difference Net Tendon Duct Grease Volume (14.2) (14.4) Grease Leaks: Li Yes No Jo (14.5) Refill Acceptable: R Yes (less than 10%) Li No (greater than 10%)If No -.Customer Notified NCR No.: A_ , (14.6) Comments: Mug-1, QC Reviewed: Level: __Date: 4 J- ..26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0. Page 302 of 35fl PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5" YEAR TENDON SURVEILLANCE Tendon No.: t/" 32, GREASE REPLACEMENT OC SIGNOFFS (8.4) Grease Used IfNEW nl OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER t:IY,.O?8.0 PREREQUISITES t eDATED: (8.5) Total Grease Loss from Data Sheet 8.0 for 7o;) 1 tendonend: gal.(8.6) Total Grease Loss from Data Sheet 6.0 for & end: gal.(8.7) Estimated grease losses from leaks for l A tendon end: O gal. _,______(8.8) Estimated grease losses from leaks for Bt*' tendon end: O gal. __________ (8,9) TOTAL Tendon Grease Loss: gal. 13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: , F Thermometer ID: -)/ RecalDate: 2-29-10 (13.7) Grease Temp.: Og F Thermometer ID: 4t ,P RecalDate: 9~7i (13.9) Initial Grease Height (a) ( g in. (13.12) Final Grease Height (b)(13.14) Total amount of Grease added: 3 gal. (a-b)x1.77 into the 7o/) end 3.16) Quantity of Waste Grease: 9 gal. (13.15) El Poured gHand Pumped (13.17) Total Grease Replaced this end: gal. -I.----------------------------- --------- ------- --- ------- ----------.. ... --... ..... ...13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: 0 F Thermometer ID: Recal Date: (13.7) Grease Temp.: OF Recal Date: (13.9) Intlal Grease Height (a) i (13.12) FinalG Grease ight in.(13.14) Total amount of Grease added: gal. (a-b) x 1.77 into tle end (13.16) Quantity of Waste Grease: gal. (13.15) El Poured E] Hand Pumped (13.17) Total Grease Repla d this end: gal -----14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: p gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: gal. RefertoSQ 12.2- GREASe VOLUMES, forthe Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: _x 100 ..~......% Difference Net Tendon Duct Grease Volume (14.2) xl00= fly, %, (14.4) Grease Leaks: El Yes la No (14.5) Refill Acceptable: S(Yes (less than 10%) El No (greatert han -10%)If No -Customer Notified NCR No.: _ _ _ _ 4 (14.6) Comments: Reviewed: WA/ Level: J Date: _________- 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 303 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page I of 1 Revision 0 I Project: TMI 3 5 1h YEARTENDON SURVEILLANCE Tendon No.: V-90_GREASE REPLACEMENT QC SIGNOFFS (8.4) Grease Used fff. NEW F- OLD -TEST DATE: F] ACCEPTABLE F1 APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: MIS gal' iA!, Jff-gJ (8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: , 3 1-- if;o (8.7) Estimated grease losses from leaks for tendon end: 0 gal..(8.8) Estimated grease losses from leaks for -r.p/D'(<Lgy tendon end: C gal, (8.9) TOTAL Tendon Grease Loss: gal.12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: 7,4 OF Thermometer ID: 42 4 -Recal Date: 7-z7-/1 (12.7) Grease Temp.: 0 1 0 F Thermometer ID: Recal Date-'7 -,A Z ,/0 (12.9) Initial Grease Height (a) _ in. (12.14) Final Grease Height (b) in.(112.16) Total amount of Grease Pumped: g.0 ,,.-gal. (a-b)xl.77 into the end-2.18) Quantity of Waste Grease: _ ?.,W gal. (12.17) Was Exit Achieved? FA Yes El No (.12.19) Total Grease Replaced this end: , gal. If no, Pressure Held for y.A, psi , min I .PUMPING -SECOND END (if necessary) (13.6) Ambient e oF Thermometer ID. Recal Date: (13.7) Grease Temp,: -, I D: Recal Date: (13.9) Initial Grease Height (a) i VA Final Grease Height (b) in.__.(13.14) Total amount of Grease added: gal. (a-b)xi.77 -- end (13.16) Quantity of Waste Grease: gal. (13.15) El Poured [E Han ed (13.17) Total Grease Replaced this end: gal.1.4.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: 7&, p5- gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: V, gal. Refer toSQ 12.2-GREcASE VOLUMES, for the Tendon Net Ouct Volume Total Tendon Replaced (14.1) -Total Tendon Loss(8.9)](14.4) Grease Leaks: (14.5) Refill Acceptable: El Yes 1] Yes (less th Net Tendon Duct Grease Volume (14.2)[No an 10%) ,l No (greaterthan 10%)If No -Customer Notified NCR No.: Aih,.(1,4.6) Comments: QC Reviewed: , Level: 4 Date: -!o 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 304 of 350 PSc PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page I of 0 Revision 0 Project: TM1 3 5 t1 YEAR TENDON SURVEILLANCE Tendon No.:' 3Z.-GREASE REPLACEMENT 6c SIGNOFFS.(8.4) Grease. Used R NEW []OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER 8.0 PREREQUISITES DATED'(8,5) Total Grease Loss from Data Sheet 6.0 for 1ý. /,,Uendon end: 5&,5 gal.(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: 2,0 gal.(8.7) Estimated grease losses from leaks for .tendon end: -5 gal.(8.8) Estimated grease losses from leaks for tendon end: 0 gal.(8.9) TOTAL Tendon Grease Loss: , gal, X L_ ýJALw PR ES6S U R E PUMPI N G ---- -(12.6) Ambient- e-1 OF Thermometer ID: Recal Date: (12.7) Grease Temp.: _ rm 9 e/tr ID: Recal Date:'(12.9) Initial Grease Height (a) 02. 4ýFinal Grease Height (b) in._ _(12.16) Total amount of Grease Pumped: gal. (a -b) x 1.7 to theen~2.18) Quantity of Waste Grease: gal. (12.17) Was Exit Achieved? es EL No (12.19) Total Grease Replaced this end: 'gal. If no, Pressure Held for psi min_ _3'I PUMPING -SECOND END (if necessary) (13.6) Ambient T -..0F Thermometer ID: Recal Date: (13,7) Grease Temp.: OF om _,_I _ Recal Date: (13.9) Initial Grease Height (a) "Fnal Grease Height (b) in.1 (13.14) Total amount of Grease added: gal. (a -b) xl.77 " end7t (13.16) Quantity of Waste Grease: gal. (13.15) L0 Poured EL Han ed (13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: ,.J!/A gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: Al/A- gal. Refer to SO 12.2 -GREASE VOLUMES, fo( the Tendon Nef Ouct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9) x Difference (14.3) Percent Difference: Net Tendon Duct Grease Volume (14.2) 100 =(14.4) Grease Leaks:, /4.L'I Yes LI No (14.5) Refill AcceptableW//,, Yes (lessthan io%) LI No (greater than 10%)If No -Customer Notified NCR No.: -, .(14.6) Comments: x~ IRA r a 7 ý ~'V~d2~ 3 g-j I.QC Reviewed: Level: Tz- Date: ,2/Jajo ,,J, r : *26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 305 of 350.. ... ...'PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Revision 0 Project: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: .'2 GREASE REPLACEMENT OC SIGNOFFS (8.4) Grease Used NEW El OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER 8.0 PREREQUISITES / DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for e. tendon end: 3 e, gal. e, .iz-(8.6) Total Grease Loss from Data Sheet 6.0 for A tendon end: .gal.(8.7) Estimated grease losses from leaks for J tendon end: gal.(8.8) Estimated grease losses from leaks for tendon end: gal.(8.9) TOTAL Tendon Grease Loss: rtn ed gal.---------------------------------------------------------------------------------- 12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: OF Thermometer ID: Recal Date: 7-27-/4 (12.7) Grease Temp.: Thermometer ID: Recal- Date: (12.9) Initial Grease Height (a) j in. (12.14) Final Grease Height (b) in.(12.16) Total amount of Grease Pumped, gal. (a-b)x 1.77 into the p end'2.18) Quantity of Waste Grease: gal. (12.17) Was Exit Achieved? ,[J Yes El No k12.19) Total Grease Replaced this end: p3', gal. If no, Pressure Held for n p --9 S D PUMPING -SECOND END (if necessary) (13.6) Ambient OF Thermometer ID: Recal Date: (13.7) Grease Temp.: ermometer ID: Recal Date: (1 .7 G eas e '2 ý m eter ID.(13.9) Inltial Grease Height (a) in. " 1'2)ý Grease Height (b) in.(13.14) Total amount of Grease added: gal. the end (13.16) Quantity of Waste Grease: gal. (13.15) El Poured ed (13.17) Total Grease Replaced this end: gal.140 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: gy, 'gp gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: /' 7 gal. Referto So 122- GREASE VOLUMES, for he Tendon Net Duct Volum, Total Tendon Replaced (14.1)- Total Tendon Loss (8.9)(14.3) Percent Difference: Ne ednDc raeVlm 1.)X 100 = _q q % Difference' Net Tendon Duct Grease Volume (14.2)(14.4) Grease Leaks: El Yes No No-'(14.5) Refill Acceptable: [] Yes (less than 10%) El No (greater than 10%) If No -Customer Notified NCR No.: .,,f (14.6) Comments: Mwyd'QC Reviewed: 2 Level: 1ttV Date: .L .1 0 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A__~Revision 0, Page# 306 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping July 31, 2009 Page 1 of 1 Revision 0 Project: TMI 3 5 th YEAR TENDON SURVEILLANCE Tendon No.: E.GREASE REPLACEMENT QC SIGNOFFS f I I (8.4) Grease Used , NEW El OLD -TEST DATE: El ACCEPTABLE ni APPROVAL LETTER 8.0 PREREQUISITES DATED: (8:5) Total Grease Loss from Data Sheet 6.0 for tendon end: 9 gal.(8.6) Total Grease Loss from Data Sheet 6.0 for I ) 4 ,2. tendon end: ?3-gal.(8.7) Estimated grease losses from leaks for tendon end: gal.(8.8) Estimated grease losses from leaks for tendon end: O gal.(8.9) TOTAL Tendon Grease Loss: gal.13.0 POURING AND HAND PUMPING -FIRST END I--- ---------(113.6) Ambient Temp.: O, °F Thermometer ID: Recal Date: (13.7) Grease Temp.: O$3 °F Thermometer ID: },jt.. / Recal Date: ,-JO (13.9) Initial Grease Height (a) , in. (13.12) Final. Grease Height (b) Q ,: in.(13.14) Total amount of Grease added: 7, gal. (a-b)xl.77 into the Q end 3.16) Quantity of Waste Grease: ' gal. (13.15) Li Hand Pumped (13.17) Total Grease Reolaced this end: , % gal. 14d 1"'j 13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: 'Ej -F ThermometerID: Recal Date: ?-, -119 (13.7) Grease Temp.: O1 .F Thermometer ID: Recal Date: IhzA-10 (13.9) Initial Grease Height (a) Sr- in. (13.12) Final Grease Height (b) o 5 in.(13.14) Total amount of Grease added: /0,6Z. gal. (a-b)xl.77 into the jI',) j end (13.16) Quantity of Waste Grease: gal. (13.15) Li Poured C Hand Pumped (13.17) Total Grease Replaced this end: /0, 2 ".al. I 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: /?,S-o'gal. (13.17+ 13.17)(14.2) Net Tendon Duct Grease Volume:. //19. gal. Refer to SQ 12.2-GREASE voUMEs, for the Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: x 100 = ,_____, % Difference , (14.4) Grease Leaks: (14.5) Refill Acceptabli (14.6) Comments: Li Yes e: S'Yes ess th/t/o0ift.Net I 8erluoo UUct %*tease VoiU[lu It W.-'1 an 10%) Li No (greater than 10%)If No -Customer Notified NCR No.: ,.' /,-,Reviewed:W, 4 M -Level: i_. Date: 26 SQ 12.1 TM.09 ISIdOc TM-N 1043: APPENDIX A Revision 0, Page 307 of 350 Project: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: GREASE. REPLACEMENT QC SIGNOFFS (8.4) Grease Used 9 NEW El OLD -TEST DATE: El ACCEPTABLE Ii APPROVAL LETTER 8,0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for tendon end: gal.(8.6) Total Grease Loss from Data Sheet 6.0 for /". tendon end: 6,,# gal.(8:7) Estimated grease losses from leaks for tendon end: gal. ___,__,_._,, (8.8) Estimated grease losses from leaks for .tendon end: , gal.(8.9) TOTAL Tendon Grease Loss: /" gal.13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: y"1 jF Thermometer ID: ..2."/ .. Recal Date: ;r (13.7) Grease Temp.: /y. OF Thermometer ID: ,,lo Recal Date: 7-,7-1.(13.9) Intial Grease Height (a) in. (13.12) Final Grease Height (b) .in.(13.14) Total amount of Grease added: gal. (a-b) x 1.77 into the end 13.16) Quantity of Waste Grease: gal. (13.15) [1 Poured [] Hand Pumped (13.17) Total Grease Replaced this end: gal.7 ~ ~ ~ ~ ~ ~ .--- ------ ------ ------ -------W r .v .-i ..................................................... ................... 13.0 HAND PUMPING -SECOND END (13.6) Ambient Temp.: O-' 0 F Thermometer ID: Recal Date: (13.7) Grease Temp.: IF Thermometer ID: O Recal Date: (13.9) jIni.! Grease Height (a) ,1#ý in. (13.12) Finnl Grease Height (b) j in.(13.14) Total amount of Grease added: gal. (a -b) x 1.77 into the ,, end (13.16) Quantity of Waste Grease: _ gal. (13.15) C3 Poured 9 Hand Pumped (13.17) Total Grease Replaced this end: .gal. _____14,0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: /,, gal. RefetLoSO f2.2-GREASE VOLUMES. fol the TendinNet Ouct Votuine (14.3) Percent Difference: Total Tendon Replaced (14.1) -Total Tendon Loss (8.9) _ 100 % Difference Net Tendon Duct Grease Volume (14.2) x 1= 0 i49 (14.4) Grease Leaks: El Yes (14.5) Refill Acceptable: Z Yes rtessth (14.6) Comments: 4'1A No NO an10%) No (greater than 10%)If No -Customer Notified NCR No.: _/,, Reviewed: Level: Date: ; C)26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 308 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page 0 of Revision 0 Project: TMI 3 5 th YEAR TENDON SURVEILLANCE Tendon No.: ,b 5347 GREASE REPLACEMENT QC-SIGNOFFS (8.4) Grease Used I. NEW El OLD -TEST DATE: rl ACCEPTABLE [: APPROVAL LETTER , v t 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for / ., tendon end' /" gal.(8.6) Total Grease Loss from Data Sheet 6.0 for -7.LL/, :51/5o tendon end: / gal. -i (8.7) Estimated grease losses from leaks for .tendon end: ( gal.(8.8) Estimated grease losses from leaks for tendon end: C) gal. , I,-o (8.9) TOTAL Tendon Grease Loss: 50 gal. t'------------------------------------------------------------------------------------------------------

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t ----12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: f OF Thermometer ID: .Recal Date: -2 7'.O (12.7) Grease Temp.: /o OF ThermometerID: f- Recal Date: '-.. 27- :0 (12.9) Initial Grease Height (a) 4 , in. (12.14) Final Grease Height (b) ., Z in, (12.16) Total amount of Grease Pumoed: 4,71 gal. (a-b)xl.77 into the end-2.18) Quantity of Waste Grease: 3 gal. (12.17) Was Exit Achieved? nl No (12.19) Total Grease Replaced this end: ,-g7.gal. If no, Pressure Held for m/A p , mps i.13.0 HAND PUMPING -SECOND- E-N D_ (Iif _nece~ssa~ry_)----------------- (13.6) Ambient Temp.: OF Thermometer ID: Recal Date: (13.7) Grease Temp.: OF Thermometer ID: ecal Date: (113.9) Initial Grease Height (a) in. F inal Grease Height (b) in.(13.14) Total amount of Grease added: gal. (a-b)x1.77 into the end (13.16) Quantity of Wa ase: gal. (13.15) El Poured El Hand Pumped (13.17 rease Replaced this end: gal. _.__ ___14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: 52-7?, gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: /L)". c gal. Refer to SQ 12.2-GREASE VOLUMES, for the Tendon Net ouct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9) -^ , , .II (14.3) Percent uiftere (14.4) Grease Leaks: (14.5) Refill Acceptab (14.6) Comments: rQC Reviewed: El Yes 5 Yes (less thi Net Tendon Duct Grease Volume (14.2)G No an 10%) El No (greaterthan 10%)If No -Customer Notified NCR No.:-x 100 = -0.~ %UDiference Al /A Ain M L-'ýýý (, aL5.-, Level: :__ -26 SO 12.1 TM09 ISIdoc II Project: TMI 35th YEAR TENDON SURVEILLANCE Tendon No.: V- 10-.1, i GREASE REPLACEMENT QC SIGNOFFS I (8.4) Grease Used 1 NEW 0l OLD -TEST DATE: El ACCEPTABLE El APPROVAL LETTER ._________

8.0 PREREQUISITES

DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for & /6I& ý&ek tendon end: 3 gal. , /"I/ýD el (8.6) Total Grease Loss from Data Sheet6.0 for '4 /A tendon end: A//A gal. ____________ (8.7) Estimatedgrease losses from leaks for (- /fle&'y!,eJJ tendon end: 5 gal. (8.8) Estimated grease losses from leaks for A, tendon end: ...AJ gal. ?C " (8.9) TOTAL Tendon Grease Loss: .3 gal.---------------------------------------

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I..12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: , OF Thermometer ID: Recal Date: -(12.7) Grease Temp.: L Thermometer ID: Recal Date: (12.9) initia. Grease Height (a) in. (12.14) Finai Grease Height (b) in.(12.16) Total amount of Grease Pum : _e_:÷ , gal. (a-b)x1.77 into the end'2.18) Quantity of Waste Grease: [Y gal (12.17) Was Exit Achieved? [ Yes El No I12.19) Total Grease Replaced this end: 1dp gal. If no, Pressure Held for "/4 psi ,/6k -I .DPUMPING -SECOND END (if necessary) (13.6) Ambient e OF... Thermometer ID: Recal Date: (13.7) Grease Temp.: mFo-T-P ,te 1D: Recal Date: (13.9) Initial Grease Height (a) Grease Height (b) in.__ .(13.14) Total amount of Grease added: gal. (a -b) x1.77 o the d (13.16) Quantity of Waste Grease: gal. (13.15) El Poured [E Han ed (13.17) Total Grease Replaced this end: ............ gal. ...._......._ 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: _"/9* gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: 1.- gal. RefertoSq f2.2-GREASE VOLUMES, for the Tendon Net Ouct Volume Total Tendon Replaced (14.1)- Total Tendon Loss (8,9)(14.3) Percent Difference: Net Tendon Duct Grease Volume (14.2) X 100 = /,1",r % Difference (14.4) Grease Leaks: El Yes [] No (14.5) Refill Acceptable: R] Yes (less than 10%) E] No (greaterthan 10%)If No -Customer Notified NCR No.:___-__-_. .Die., (14.6) Comments: _r- A g&sd i3~(-e~kA. ~ CPJII i Q C R e vie w e d : .......L.. ..e ve l: D a te : 7 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 310 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1b -Hand Pumping July 31, 2009 Page I of 1.1 / _Revision 0 Project.: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: VISIT GREASE REPLACEMENT QC SIGNOFFS (8.4) Grease Used 9I NEW 0 OLD -TEST DATE: U ACCEPTABLE U APPROVAL LETTER 4-A" 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for ._ o p/ tendon end: , gal, (8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: Pte gal. AO (8.7) Estimated grease losses from leaks for tendon end: # gal.(8.8) Estimated grease losses from leaks for tendon end: O gal.(8.9) TOTAL Tendon Grease Loss: I gal.13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: jo IF Thermometer ID: Recal Date: (13.7) Grease Temp.: j/ Thermometer ID: Recal Date: (13:9) Initial Grease Height (a) _q!in (13.12) Final Grease Height (b) in.(13.14) Total amount of Grease added: 477 gal. (a-b)x 1.77 into the end 3.16) Quantity of Waste Grease: gal. (13.15) [aPoured 0 Hand Pumped t13.17) Total Grease Replaced this end: ,2' gal.-- -- -- --- -- --- -.-- --- -- -..................................................................... ..................... .I. DPUMPING -SECOND END (13.6) Ambient Te O. 0 F Thermometer ID: Recal Date: (13.7) Grease Temp.: O F ometer t P: Recal Date: (13.9) Initial Grease Height (a) ,._/______ Final Grease Height (b) in.(13.14) Total amount of Grease added: gal. (a-b)x 1.77 wtthe end (13.16) Quantity of Waste Grease: gal. (13.15) Ul Poured EU Handý i_(13.17) Total Grease Replaced this end: gal._ _14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: 1, 77 gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: , gal. RefeoSO 12?2- GREASEvoms. fo, the Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3)Net Tendon Duct Grease Volume (14.2) x 100 = ¢. % Difference (14.4) Grease Leaks: Ul Yes [ No (14.5) Refill Acceptable: [] Yes (less than 10%) U No (greater than 10%)If No -Customer Notified NCR No.: elk=-(14.6) Comments: R Reviewed: ____ Level: .Date: ' o 26 SO 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0. Paae 311 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page 1 ofl 7-Y Revision 0 I Project: TMI 351h YEAR TENDON SURVEILLANCE Tendon No.: y CQ GREASE REPLACEMENT QC SIGNOFFS (8.4) Grease Used g NEW El OLD -TEST DATE: E] ACCEPTABLE LI APPROVAL LETTER (y W9'8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for _/v/f___ _L4 tendon end: 31, Z'gal.(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: N gal.(8.7) Estimated1grease losses from leaks for 6 Al/., e tendon end: £9 gal. -/-'4 (8.8) Estimated grease losses from leaks for tendon end: ,/ gal.(8.9) TOTAL Tendon Grease Loss: 3 - gal. tt.D 12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: VA OF Thermometer ID: Recal Date: 7-47/lp (12.7) Grease Temp.: 02q OF Thermometer ID: _ Recal Date: (12.9) InitiaLI Grease Height (a) 16 in. (12.14) FinalI Grease Height (b) in.(12.16) Total amount of Grease Pumped: / ,@ gal. (a-b)x1.77 into the end 2.18) Quantity of Waste Grease: O gal. (12.17) Was Exit Achieved? El Yes Q1 No t12.19) Total Grease Replaced this end: gal. If no, Pressure Held for ,0 psi jp min 13.0 HAND PUMPING -SECOND END (if necessary) (13.6) Ambient Temp.: OF Thermometer ID: Recal Date: (13.7) Grease Temp.: OLF Thermometer ID: Recal Date: 7n,, 7-1 (13.9) Inital_ Grease Height (a) , in. (13.12) Final Grease Height (b) J .34.' in.(13.14) Total amount of Grease added: /9.9/ gal. (a-b)x1.77 into the end (13.16) Quantity of Waste Grease: &, gal. (13.15) f2Poured E] Hand Pumped (13.17) Total Grease Replaced this end: /,, gal. ___,_-__-__ 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: , , gal. (12. 19 + 13.17)(14.2) Net Tendon Duct Grease Volume: / gal. Refet to SQ 12.2- GREASE VOLUMES, for The Tendon Net Duct Volume Total Tendon Replaced (14.1)- Total Tendon Loss (8.9)(14.3) Percent Difference: .. x 100 = 1,.J .% Difference (14.4) Grease Leaks: (14.5) Refill Acceptable (14.6) Comments: jYes R No e: l" Yes (less than 1o%) E] No (greater than 10%)If No -Customer Notified NCR No.: , SA -9Aik,4- ref1 s,(Aa 4eAJtrik%11/2-,t eA&il PgA<'.PD^- ,0MA A V , 34 #Ii -.I QC Reviewed: I ý 9 -26 SQ 12.1 TM.09 ISI.doc TM-N 1043: APPENDIX A Revision 0, Pane 312 of 350 PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a- Pressure Pumping July 31. 2009 Page 1 of 1 PrjeO SU LA N T o N : Revision 0 Project: TMVI 35t' YEAR TENDON SURVEILLANCE Tendon No;: _V' 'GREASE REPLACEMENT oc SIGNOFFS (8.4) Grease Used I NEW E- OLD -TEST DATE:- El ACCEPTABLE [] APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for L4___v! ___ tendon end: '/v6, 2^gal', ?4. -t(8.6) Total Grease Loss from Data. Sheet 6.0 for /A tendon end: ! gal. a, L (8.7) Estimated grease losses from leaks for 4//C tendon end: gal. :?e4"- jI'(8.8) Estimated grease losses from leaks for tendon end: A gal. (8.9) TOTAL Tendon Grease Loss: 94Y gal. 1_0 Y-2__12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: OF Thermometer ID: Recal Date: 7-,A 7. /0 (12.7) Grease Temp.: O oF Thermometer ID: /,_ Recal Date: 7-&Z7- A (12.9) InItial Grease Height (a) (In. 12.14) final Grease Height (b) .in (12.16) Total amount of Grease Pumped: ,,/' gal. (a-b)x1.7W into the , end'?.18) Quantity of Waste Grease: o gal. (12.17) Was Exit Achieved? El Yes 9 No k12.19) Total Grease Replaced this end: .gal. If no, Pressure Held for Z,/ psi ?o min 13.0 HAND PUMPING -SECOND END (if necessary) (13.6) Ambient Temp.: ,q OF Thermometer ID: Recal Date: 7- 7 (13.7) Grease Temp.: Aly OF Thermometer ID: ,'/I,.. Recal Date: (13.9) Initial Grease Height (a) j, in. (13.12) Final Grease Height (b) , in.(13.14) Total amount of Grease added: 3,0 0 9 gal. (a- b)x 1.77 into the end (13.,16) Quantity of Waste Grease: , gal. (13.15) ýjPoured El Hand Pumped (13.17) Total Grease Replaced this end: , gal. _____ __,_14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: y7.1.3 gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: * .gal. Refer to SQ 12.2- GREASE VOLUMES, for the Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(1443) Percent Difference: x 100 = 'j, % Difference Net Tendon Duct Grease Volume (14.2) (14.4) Grease Leaks: Li Yes [0 No (14.5) Refill Acceptable: J. Yes (less than 10%) F1 No (greater than 10%) -If No -Customer Notified NCR No.: -,V/4 -. '/-I' n (14.6)Comments: A ,.. C Aaf _ 1" A, C Reviewed: Level: Y Date: / ..26 SQ 12.1 TM.09 ISI~doc TM-N1043: APPENDIX A Revision 0 31 -nf f;nl PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a -Pressure Pumping July 31, 2009 Page 1 of 1 Revision 0 l I Project: TMI 3 5 th YEAR TENDON SURVEILLANCE Tendon No.: V- q GREASE REPLACEMENT oc SIGNOFFS (8.4) Grease Used [ NEW ] OLD -TEST DATE: [] ACCEPTABLE 0l APPROVAL LETTER '2 (J~VZ, 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for 6A4l l____/__;_ tendon end- gal.-(8.6) Total Grease Loss from Data Sheet 6.0 for '4/,A tendon end: ,Al A gal.__(8;7) Estimated grease losses from leaks for tendon end: ( gal. _______(8.8) Estimated grease losses from leaks for N tendon end: q,1 gal. ________-___ (8.9) TOTAL Tendon Grease Loss: .gal. , , " 1--------------------------------------------------------------------..... 12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: OF Thermometer ID: PK/o Recal Date: (12.7) Grease Temp.: -F Thermometer ID: Recal Date:-(12.9) Initilj Grease Height (a) ,2, 31V in. (12.14) FinaI Grease Height (b) ,7 3,,., in.(12.16) Total amount of Grease Pumped: g, 7 gal. (a -b) x 1.77 into the end"2.18) Quantity of Waste Grease: '2,5 gal. (12.17) Was Exit Achieved? R] Yes LI No k12,19) Total Grease Replaced this end: , gal. If no, Pressure Held for V ,Psi min.(13.6) Ambient- F Thermometer ID: Recal Date: (13.7) Grease Temp.: 0 ermometer ID: Recal Date: (13.9) Initial Grease Height (a) in. FinalGrease Height (b) in__(13.14) Total amount of Grease added: gal. (a --b) x 1.77 to theend (13.16) Quantity of Waste Grease: gal. (13.15) El Poured [EHa ed (13.17) Total Grease Replaced this end: gal, 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: V4, .gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: , o, V0 gal. Refer to SQ 12.2- GREASE VOLUMES, for the Tendon Net Duct Volume Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: x 100 = k..% Difference Net Tendon Duct Grease Volume (14.2) (14.4) Grease Leaks: El Yes E@ No (14.5) Refill Acceptable: QJ Yes (less than 10%) F1 No (greater than 10%)If No -Customer Notified NCR No.: ______________-/Q (14.6) Comments: _7"1'% ; , .A keA_ CQpAa( "T") AsJ htAe/O+11 M--.I QC Reviewed: Level: 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Revision 0, Page 314 of 350 Project: TMI 3 5 ih YEAR TENDON SURVEILLANCE Tendon No.: 1/81(GREASE REPLACEMENT OC SIGNOFFS (8.4) Grease Used [9 NEW 0I OLD -TEST DATE: LI ACCEPTABLE LI APPROVAL LETTER 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for ,, tendon end: 0 gal.(8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: gal.(8.7) Estimated grease losses from leaks for tendon end: p gal.(8.8) Estimated grease losses from leaks for tendon end: , gal.(8.9) TOTAL Tendon Grease Loss: Py gal.13.0 POURING AND HAND PUMPING -FIRST END (13.6) Ambient Temp.: OD°F (13.7) Grease Temp.: OF (13.9) Initial Grease Height (a)(13.14) Total amount of Grease added: 3.16) Quantity of Waste Grease: (13.17) Total Grease Replaced this end"I -UiMUN PM IN- G- SECOND --- END Thermometer ID: Recal Date: Thermometer ID: ? Recal Date: ,,,2 in. (13.12) Final Grease Height (b) ,in/ 7 7 gal. (a- b) x 177 into the x end d gal. (13.15) ;KPoured LI Hand Pumped------------- gal.------ (13.6) Ambient Te Thermometer ID: Recal Date: (13.7) Grease Temp.: _ Recal Date: (13.9) Initial Grease Height (a) Final Grease Height (b) in.(13.14) Total amount of Grease added: gal. (a- b) x 1.77 the end (13.16) Quantity of Waste Grease: gal. (13.15) LI Poured LI Haný_(13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: , gal. (13.17 + 13.17)(14.2) Net Tendon Duct Grease Volume: / gal. Refer to So 12 2- GREASE VOLUMES. fot the Tendon Net Duct Volumne Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: Ne-ednDc ras oue(42 x 100 = % Difference Net Tendon Duct Grease volume (14.2)(14.4) Grease Leaks: LI Yes Q] No (14.5) Refill Acceptable: Yes (tess than 10%) LI No (greater than 10%)(14.6) Comments: If No -Customer Notified NCR No.; A,/,.#-A -.'Reviewed: Level: i Date: 26 SO 12.1 TM.09 ISI.doc [Project: TMI 3 5 1h YEAR TENDON SURVEILLANCE Tendon No.: _V GREASE REPLACEMENT QC SIGNOFFS (8.4) Grease Used [] NEW F1 OLD -TEST DATE: [I ACCEPTABLE E] APPROVAL LETTER __________

8.0 PREREQUISITES

DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for iml/lya'C,/ ( tendon end: gal. ,_0_-__ P (8.6) Total Grease Loss from Data Sheet 6.0 for q 1A tendon end: gal.(8.7) Estimated grease losses from leaks for (-// /' tendon end: 2 gal. :I1S 0"2o,.D 0 (8.8) Estimated grease losses from leaks for A/ tendon end: A4t A gal, 010 (8.9) TOTAL Tendon Grease Loss: gal. 47,3 1 2"3------ ----------------------------------------

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L. .12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: OF Thermometer ID: Recal Date: (12.7) Grease Temp.: , 0 F Thermometer ID: Recal Date: 7"2 -(12'9) Initial Grease Height (a) a/, in. (12.14) Final Grease Height (b) in..(12.16) Total amount of Grease Pumped: d .gal. (a-b)x 1.77 into the end'1.18) Quantity of Waste Grease: 4/1,4 gal. (12.17) Was Exit Achieved? I] Yes El No (12.19) Total Grease Replaced this end: ,3 gal. If no, Pressure Held for , psi _/4ein , PUMPING -SECOND END (if necessary) (13.6) Ambient e OF Thermometer ID: Recal Date: (13.7) GreaseTemp.: OF mometer) Recal Date: (13.9) Initial Grease Height (a) in.. 4 Fnal Grease Height (b) in._(13.14) Total amount of Grease added: gal. (a-b)x.1.77 o end (13.16) Quantity of Waste Grease: gal. (13.15) LI Poured FI Han ed (13.17) Total Grease Replaced this end: gal.14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: .f-, gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: , o gal: RefertoSQ 12.2-GREASE VOtUMS, rot the Tendon Net Ouct Votumne Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: Net Tendon Duct Grease Volume (14.2) ,10 0./%D,,rn (14.4) Grease Leaks: nI Yes No (14.5) Refill Acceptable: [: Yes (less than 10%) LI No (greater than 10%) -If No -Customer Notified NCR No.: ,A=,.- o (14.6) Comments: rC , qAik -,( 4 T" -CAM WAS.QC Reviewed: Level: Date: //A, to 26 SQ 12.1 TM.09 ISI.doc Project: TMI 3 5 th YEAR TENDON SURVEILLANCE Tendon No.: GREASE REPLACEMENT QC SIGNOFFS I I I (8.4) Grease Used M NEW El OLD- TEST DATE: [I ACCEPTABLE El APPROVAL LETTER ,c 1, ' 4.8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for 6AIleyV/FZ e tendon end: gal. ,(.2,-(1 (8.6) Total Grease Loss from Data Sheet 6.0 for tendon end: .A/! gal. ._-t0-o1 (8.7) Estimated grease losses from leaks for ! tendon end: .gal. IZ, 1* (8.8) Estimated grease losses from leaks for Al tendon end: N, gal. L '(8.9) TOTAL Tendon Grease Loss: , gal.

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--------.12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: 7 Z OF Thermometer ID: / .Recal Date: 7-A7-0 (12.7) Grease Temp.: / 0 F Thermometer ID: pf/0 Recal Date: (12.9) Initial Grease Height (a) in. (12.14) Final Grease Height (b) ,' 3/,in.(12.16) Total amount of Grease Pumped: ,,y gal. (a-b)x1.77 into the ,__._,__,__,_

end-2.18) Quantity of Waste Grease: p gal. (12.17) Was Exit Achieved? El Yes t] No (12.19) Total Grease Replaced this end: .gal. If no, Pressure Held for Ite, psi .min 13.0 HAND PUMPING -SECOND END (if necessary) (13.6) Ambient Temp.: ,2 U Thermometer ID: Recal Date: (13.7) Grease Temp.: OF Thermometer ID: Recal Date:-(13.9) Initial Grease Height (a) , in. (13.12) Fina__ Grease Height (b) in.(13.14) Total amount of Grease added: .-rIpgal. (a-b)x1.77 intothe end (13.16) Quantity of Waste Grease: gal. (13.15) 0 Poured ] Hand Pumped (13.17) Total Grease Replaced this end: j 5-a -gal. ._,____,_-_,_ 14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: 5-O/ gal. (12.19 + 13.17)(14.2) Net Tendon Duct Grease Volume: /,p. o gal. Refer to SQ 12.2-GREASE VOLIUMES. forthe Tendon Net Duct Vourme Total Tendon Replaced (14.1) -Total Tendon Loss (8.9)(14.3) Percent Difference: Net Tendon Duct Grease Volume (14.2) x 100 = /,0 % Difference (14.4) Grease Leaks: El Yes .No (14.5) Refill Acceptable: Eg Yes (less than 10%) El- No (greater than 10%)If No -Customer Notified NCR No.: ' ,- -(14.6) Comments: r e-lAL A i~lke- r~ If 4-A~cie1b. TrP CAMi taAA.I.QC Reviewed: .,C t4 Level: 2J11 Date: !L;1(/Io 26 SQ 12.1 TM.09 ISI.doc TM-N1043: APPENDIX A Re 0 3PSC PROCEDURE SQ 12.1 GREASE REPLACEMENT Data Sheet 12.1a- Pressure Pumping July 31,2009 Page 1 of 1 Revision 0 Project: TMI 351" YEAR TENDON SURVEILLANCE Tendon No.: I i GREASE REPLACEMENT QC SIGNOFFS L I I I (8.4) Grease Used [ NEW El OLD -TEST DATE: LI ACCEPTABLE F1 APPROVAL LETTER 2O0 8.0 PREREQUISITES DATED: (8.5) Total Grease Loss from Data Sheet 6.0 for (,;Ie4y/F'eU tendon end: .1 'gal '. 3" (8.6) Total Grease Loss from Data Sheet 6.0 for /J/A tendon end: .A//. gal. (8.7) Estimated grease losses from leaks for AA fe/7 Z Aiei4 tendon end: gal. !(.4'zo-q (8.8) Estimated grease losses from leaks for At& tendon end: g gal.(8.9) TOTAL Tendon Grease Loss: 9,.5 gal. 0 'UfrQ 1'2. WiXCk ESSU_ _E'P _M P1NG_----

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C 12.0 INITIAL PRESSURE PUMPING (12.6) Ambient Temp.: OF Thermometer ID: ex./o.2 Recal Date: (12.7) Grease Temp.: Thermometer ID: PiZ Recal Date: 7 -J 7 /0 (12.9) Initial Grease Height (a) ,, /. in. (12.14) Final Grease Height (b) / , in, (12.16) Total amount of Grease Pumped: y. ,70 gal. (a-b)x 1.77 into the end'218) Quantity of Waste Grease: 3. SIP gal. (12.17) Was Exit Achieved? RI Yes EL No (1 2.19) Total Grease Replaced this end: 91:.2 ,0- gal. If no, Pressure Held for ,/J4ý. psi .,-ay" (13.6) Ambient e °F Thermometer ID: Recal Date: (13.7) Grease Temp.: 0momer D: Recal Date: 3.9) Grease Height (a) in/A Final Grease Height (b) in.'1J.It 4 A J~ 1IIUI VI 3~O .4.4U A~i 41 .4II ~(13.16) Quantity of Waste Grease: gal. (13.15) L0 Poured [l Han ed (13.17) Total Grease Replaced this end: gal..... ... ... ... .... .: :., ,., : ..... ... ... ... .... ... ... ... .... ... ... ... ... ... ... ..... -..: ....- ..... .. .14.0 CALCULATION OF PRESSURE PUMPING (14.1) Total Tendon Grease Replaced: .gal. (12.19 + 13.17)(14,2) Net Tendon Duct Grease Volume: , gal. Reterto SQ 12.2- GREASE VOLUMES, forthe Tendon Net Dud Volume Total Tendon Replaced (14.1) -Total Tendon Loss,(8.9) (14.3) Percent Difference: x 100 = A,7 1' % Difference (14.4) Grease Leaks: (14.5) Refill Acceptable El Yes [9 No e: I] Yes (less than 10%) El No (greater than 10%)If No -Customer Notified NCR No.: ,/p--117-1 ; 4 zA i keA 4 re_1)A1'f 4 edAJr~)A1. Thix CAMu I,aAýI (14.6) Comments: A/Q+ fefflJSV1!A' I QC Reviewed: Level: -7111 Date: L/a6,-,7o 26 SQ 12.1 TM.09 ISI.doc A Shop 13014-9.1 Revision 20 Page 1 of-1 DATA SHEET 11 Tendon Surveillance Program Inspecrton Period 3 5 I-k Yr'Gallons Removed, Gallons Reolaced'2.3.4.5.6.7.8.9.10.11.Tendon No.V_//0-13z, 1- Z_Shop End 5-Field End S.".L Sum (QA)Shop. &Field End 4i-."-l,..-9 .1 1 -3 U Net.DuctrVOJUme',(QN, Gallons Jay. 2-.. ./ L "7!/7... ig'1 j!o9*'/03.?.-.Shop Field: End End Cogniznt QV Insp'Verfica~tion BY:~Cogr Rant MecblS Review By: __,Z.Sum (Q'2 Shdo &Field End k A.0 )/.1-2 f,*? ..Sx (Q0 2 -0 1 i. 61Ip L*.A/.-xV 31 -Y Alccept~able I Q/0'% (Yes or No)_ _ *Date:'2.-' _Date: /' i~4/L;0 --1 o-t>o X 0>V'r 13 -01 t Y Only one end of-vertical tendons may be used for removal and replacement of grease.Differences greater than 4 gallons require TMI-1 evaluation. Acceptance limit i.s not > 10% of net ductyvolume per 9.4.3;Due to the relatively high coefficient Of thermal expansion of the grease that is installed'at a high temperature, experience'during surveillances has been that the quantity of replacement grease frequently exceeds the arbitrary acceptance cnteria. Exceeding the acceptw-ce criteria is primarily an indication that an inspection and assessment for possible grease leakage within the structure is necessary. Thevisual examiWation of the anc e and wire will determine whether the corrosion protection~system is functioning effecetly. '41 1301 4.1 Revision 20.Page 1 OU'l ,DATA SHEET 11 Tendon Surveillince, Program Inspection Period. emovA Gallons Removed*-Tendon No, 2.3.4.S.6.7.8.9.10.Tendon.No Shop End 7 Field End Sum (Qj)Shop&FPid End'.2 Net Duct Volume, (Ow).Gallons/03.'.JO.Z ...Gallons Replaced" Shop Field Shopu&'End End, Field End 10Ox(Q%- Cognizant Mechffuct'EngjnetXf;_ Review By- /-- r7 '/ Date:,.Acceptable (Yes or No)Only one end of vertical tendons may be used for removal and replacement of grease.Differences greater than 4 gallons ,requiretTMI-1 evaluation. Accptance-lmi is not> 1 0%0of net duct volume per 9.4.13 Due to the relatively high coefficient of thermal expansion of the grease that is instal, ata high temperature, experience during surveilIances has been that the quantity of'replacement grease feqluently exceeds the 3rbitra.y a ncriteria. Exee.ding the acceptance criteria is primarily an idication that an inspetionand' assessment for possible grease leakage .wthin the str ucture is necessary. Thevisual examination 1t tile anchorage and6wrew},determine whether the corrosion protection system is functioning effectively. 41 TM-N 1043: APPENDIX A Revision 0, Page 320 of 350 ATTACHMENT I 1410-Y-83 Data 8heet I Revision I Page 1 of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity: .../- -/ Tendon End: o 8.3.2 Amount of grease removed: c$ nallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: /.F'V OF (1401: to 200'n)8.4.7 Grease level below vent hole _ __Inches (1I to 2')8.4.0. Grease leaking Yes ..No 8.4.9 Amount of grease added 7 9?(A -8allons 8.6 Top Vertical Tendons 8.5.6(1) Replacement grease temperature .... ,/,°F (14OFto 200F)8.5.8(2) Grease level below vent hole -Inches (2 to 3")8.5.6(4) Grease leaking ,- Yes "jVI -No 48.5.(5)AAmount of grease added-., .o s 8.6 Lower Vertical Tendons 8.8.5 Replacement grease temperature ,4//A °F (1400Fto 200-F)8.8.6 Grease leaklng..... 4- Yes _No 8.87 Amount of grease added .. ,allons 10.0 PrMT sat_ _________ Unst Comments: , Calibrated Test Equip.: /.,r- %" Mt2, 2.r,-' 10 " Cal. Due Date: 7-.2Z7-ý4ueteVeee Sgofp D ate:&er Attach fied out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end-caps which have been removed/regressed.) 9 TM-N1043: APPENDIX A Revision 0, Page 321 of 350.ATTACHMENT 1 141 0-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps Tendon End: &,Y. 3- -d nallons 8.1 8.3.2 Tendon ldentity:u._, / L3 Amount of grease removed: oallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: ... " F (140°F to 200°F)8.4.7 Grease level below vent hole .inches (11/2 to 2")8.4.9 -Grease leaking Yes No 8.4.9 Amount of grease added .6. ) / gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature 0 F (140OFto 200OF)8.5.6(2) Grease level below vent hole I inches (2' to 3")8.5.6(4) Grease leaking ,//,4 Yes .-4, No 8.5.6(5) Amount of grease added .. _gallons 8.6.5 8.6.6 8.6.7 8.6 Lower Vertical Tendons Replacement grease temperature -,'/I 7: OF (140OF to 200 0 F)Grease leaking i,/. .Yes -tzO-- No Amount of grease added gallons 10.0 PMT Sat __ ___Unsat Comments: Calibrated Test Equip.: Cal. Due Date:-SupAsor Stgnoff: ........._ Date: do -,Av'Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 322 of 35&ATTACHMENT 1 141 0-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps F2 -3* Tendon End: Ho 4. 'f I/&40 eM4 se removed:' nallo~ns 8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 Tendon Identity Amount of greas.......... 8.4 Hoop and Dome Tendons Replacement grease temperature: .o F (140°Fto 200°F)Grease level below. vent hole .2 .inches (1% to 2")Grease leaking Yes _ _ No Amount of grease added 7. , gallons 8,6 Top Vertical Tendons Replacement grease temperature h (140OF to 200 0 F)Grease level below vent hole inches (2" to 3")8.5.6(1 8.5.6(2 8.5.6(4) Grease leakin , Amount of grease added gallons~8.6 Lower Vertical 8.6.5 Replacement grease temperature A/F (140 0 F to 200 0 F)8.6.6 Grease leaking .... F ""Yes -No 8.6.7 out of grease added_____________ 10.0 PMT Sat -Unsat, Comments': Calibrated Test Equip.: Qftý W " 4L'OMeL,(-- Q" / Cal. Due Date: "'", 9)~so~S§t~ef: 6 i~4~7Date: K~4 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance, Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 323 of 350.ATTACHMENT 1 141.0-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps (8.1 Tendon Identity: /7j1 x-. P5 Tendon End:. 2N, I 'Y.8.3.2 Amount of grease removed: 1 .gallons 8.4 Hoop and Dome Tendons 8.4-6 Replacement grease temperature: .... !{ -F (140°Fto200°F)

8.4.7 Grease

level below vent hole _ __ inches (1/to2')8.4.9 .Grease leaking Yes 8.4.9 Amount of grease added ', .62 gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease tempera 8.5.6(2) Grease level below vent hole 8.5.6(4) Grease leaking 8.5.6(5)Amount of grease add d_OF (140 0 F to 200°F)inches (2" to 3")8.6 Lower Vertical Tendons 8.6.5 8.6.6 8.6.7 Replacement grease Amount of grease 10.0 PMT Sat Unsat Comments: do :/1-, Calibrated Test Equip.: /o MO- A Cal. Due Date:.2.22i2 -r A, / V I socSignoff: J, _ A Date: Attach filled out and signed copies of this data sheet to the Job Closeout orTendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 324 of 350.8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 ATTACHMENT 1 141 0-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps Tendon Identity: 1446L -SO .Tendon End: 4,/.',5ioZ6 Amount of grease removed: -.. --gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: OF (140OF to 200 0 F)Grease level below vent hole / i inches (1% to 2")Grease leaking Yes ,_ _ No Amount of grease added .-' ' gallons 8.5 Top Vertical Tendons Replacement grease temperature-A I OFIA -tcr-Fl 8.5,6(1'l 8.5.6(2) Grease level below vent I 8 .5 4) A muG n r e a s e g e a () Amount of grease addled gallons 8.6 Lower Vertical Tendons 10.0 PMT Sat ll,.Comments: Ao(_Unsat Calibrated Test Equip.: h1 b oa,. mFL '/ / P ~) Q'4 Cal. Due 7'-61 .oate: i-!L --&iaperviser Signoff:Dae Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 325 of 350 ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps-Tendon End: , 4,/jzr /cl t 8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 Tendon Identity: a "5 Amount of grease removed: -.4 -5 gallons 8.4 Hoop and Dome Tendons Replacement grease temperature:, °F (140°F to 200°F)Grease level below vent hole inches (1% to 2")Grease leaking Yes No Amount of grease added _ gallons f 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperatur 8.5.6(2) Grease level below vent hole_8.5.6(4) Grease leakiinnqf. (2" to 3")_gallons 8.6 Lower Vertical Tendons (( 8.6.5 Replacement grease temperature ---F Oto 200F)8.6.6 Grease leaking Yes No mountofgrease added gallons 10.0 PMT Sat Comments: /1 Unsat Calibrated Test Equip.: P&0ro "9 f W ,-T Q 1 V1O 7 Cal. DueDate: 4~uperv~soi S~1~ff: !i~kyv~'~Date:_________ Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removedfregreased. 9 TM-N1043: APPENDIX A Revision 0, Page 326 of 350 ATTACHMENT I Data Sheet 1 Regreasing of RB Tendon End Caps 1410-Y-43 Revision 7 Page I of I 8.1 Tendon Identity: _"1f-a Tendon End: X.v, 8,3.2 Amount of grease removed: 7 gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: __/__a OF (140OF to 2000F)8.4.7 Grease level below vent hole ____________ --_ Inches (1,I to 2)8.4.9 Grease leaking .. Yes .... ,__ No 8.4.9 Amount of grease added -7. OnE -allons 8,6 Top Vertical Tendons 8.566(1)Replacement grease temperature ..... .//pF (140OFto 2OOF)8.5.8(2) Grease level below vent hole IA/_ Inches (2 to 3")8.5.8(4)Grease leaWing ,, ,4/..- Yes _,/, .No 8.5.6(5) Amount of grease added A, .gallons a, 8.6 Lower Vertcal Tendons 8.6.5 Replacement grease temperature / .... F (140F to 200 0 F)8.8.6 Grease leaking -,L-, --Yes &/d No 8.6.7 Amount of grease added ,/* gallons 10.0 PMT Sat V Unsat commante- .., Calibrated Test Equip.: y, -,.Y .Cal. pue Date: 7-4 71-/V_Soontr Sg ..... ... Date:/-/ -,9 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Survellance Report Package for any end caps whIch have been removedlregmaesed. I@~9 TM-N1043: APPENDIX A Revision 0, Page 327 of 350.ATTACHMENT I 14110-Y--3 Data sheet I Revision ?Page 1 of I Regremsing of RB Tendon End Caps 8.1 Tendon Identity: A'6,- Tendon End: A,-,a /A',,, -8.3.2 Amount of grease removed: g aallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: _._2_0_ __ F (140PFto 200-n)8.4.7 Grease level below vent hole __ _ -Inches (1I to2")8.4.9 Grease leaking Yes " No 8.4.9 Amount of grease added g.97' gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature ....p_,-/°F (l40Fto 200°F)8.5.0(2)Grease level below vent hole_ ,__ ... ... Inches (2"to 3)8.5.0(4) Grease leaking ./0!-Yes .,, _No 8.5.6(5)Amount of grease added --- gallons 8,6 Lower Vertical Tendons 8.6.5 Replacement grease temperatume _ /,2-OF (140OF to 200 0 F)8.0.6 Grease lealdng .4t/,.- Yes e.16 _No 8.6.7 Amount of grease added ,oallons 10.0 PMT Sut k" Unsat Comments: ,,IAIh--Calibrated Test Equip.: ", i, C- ?,0#' Cal. Due Date: 7- 7"-.19 Oupervisor Slgnoftf ý Date: V3a Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Survellance Report Package for any end caps wich have been remnoved/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 328 of 350.ATTACHMENT i 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps_____ _ Tendon End: 8.1 83.2 8.4.6 8.4.7 8.4.9 8.4.9 Tendon Identity:., -.I Amount of grease removed: _ _t ---gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: /9L.Q.0 OF (140°Fto 200-F)Grease level below vent hole / -Z- inches (1/ to 2")Grease leaking Yes No Amount of grease added 7.01 -gallons 8.5.6(1) Replacement grease tempera 8,5.6(2) Grease level below vent hole 8.5.6(4) Grease lea)Amount of grease added 8.5 Top Vertical Tendons-inches; (2" to 3")u~IIvI ~8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature_ F-----140F to 200F)8.6.6 Gr.--se YeNo". Km~ount of -grease added gallons 10.0 PMT Sat 0, 1. Unsat Comments: Calibrated Test Equip.: P106. A/& rm.tnt~cA " P(' 102 Cal. Due Date: "7- VT-I 0~~C V 1 ,2Q Dt:~ --Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for sny end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 329 of 350.ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity: f '2 -Tendon End' 6-ws s2. /tz 1' t 8.3.2 Amount of grease removed: 5, 21. ._gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: q -F (140F to 200,F)8.4.7 Grease level below vent hole 4.p inches (1/ to 2")8.4.9 .Grease leaking Yes No 8.4.9 Amount of grease added ,, ,? gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature -F (140 0 F to 200°F)8.5.6(2) Grease leve el vent hiol inches (2" to 3")8.5.6(4) Grease I --__No 8.5.6(5) Amount of grease e_ gallons J .8.6 Lower Vertical Ten 8.6.5 Replacement grease temperature F (140F to 2O0 0 F)/.o 'I e 8.6.6 Grease leaking Yes N 8.6.7 Amount of grease added aln 10.0 PMT Satl._____ Unsat _ _Comments: Calibrated Test Equip.: Q<I./ / Cal. Due Date: 2" 2iO .Aapetvsm Signoff:_ DA'4{ -./JL" ate: 2 KrjOct Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 330 of 350 ATTACHMENT 1 141 0-Y-83 Data Sheet 1 Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps Tendon Identity: V" LI Tendon End: CA I lt-.J /AAcXA 5(Amount of grease removed: f gallons 8.4 Hoop and Dome Tendons 8.1 8.3.2 8.4.6 8.4.7 8.4.9 Replacement grease temperature: Grease level below vent hole ....Grease leaking_ .i OF)-rt-200oF) (1/ to 2")8,of grease added ____ gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature / 0 F (14 0-F to 2000F)8.5.6(2) Grease level below vent hole I inches (2" to 3")8.5.6(4) Grease leaking Yes No 8.5.6(5)Amount of grease added 9- gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature 0 0 F (1 40-F to 200-F)8.6.6 Grease leaking Yes /No 8.6.7 Amount of grease added ,)', .gallons 10.0 PMT Sat .Unsat Comments: ,Pv ,', -, ,, v, Calibrated Test Equip.: 'w,"e-,,,.- ,,,e,1.4.Cal. Due Date: 2)-'g7,W'O Supervisor Signoff:_______________________ Date: le/-/Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. t'/9 TM-N1043: APPENDIX A Revision 0, Page 331 of 350 8.1 8.3.2 8.4.6 8.4.7 8.4.9 ATTACHMENT 1 Data Sheet I Regreasing of RB Tendon End Caps Tendon Identity: / 2.. Tendon End:___Amount of grease removed: gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: A OF (140F to 200OF)Grease level below vent h 77inches (1 toz2)Grease leaking Yes ý N o 141 0-Y-83 Revision 7 Page 1 of I Sh1 8.4.9 Amount of grease I ( " gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature OF " F (14 0°Fto 200 0 F)8.5.6(2) Grease level below vent hole -i inches (2" to 3")8.5.6(4) Grease leaking Yes No 8.5.6(5) Amount of grease added 2..,2, ga..lgalons

8.6 Lower

Vertical Tendons 8.6.5 Replacement grease temperature % A -OF (140 0 F to 200OF)8.6.6 Grease leaking Y.s No 8.6.7 Amount of grease added ..-gallons 10.0 PMT Sat Unsat Comments: A... Y-ke Calibrated rest Equip.: PotAe_~1~~~e4r~ K)1 Cal. Due Date:] ?/aad wSignoff 2 AW l c 4 Date: ' O Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 332 of 350.ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps 2- ~Tendon End'. 6AL(.u, -//3/41 I, 8.1 8.3.2 Tendon Identity:= ." , Amount of grease removed: , gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature:

8.4.7 Grease

level below vent hole _8.4.9 Grease leaking___-_--_.F (1M to 2")No aallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temper re 0 14OF to 200 0 F)8.5.6(2) Grease level below Vent oe inches (2" to 3")8.5.6(4) Grease leaking 8.5.6(5)Amou grease addedgallons

8.6 Lower

Vertical Tendons 8.6.5 Replacement grease temperature.. -F (140 0 F to 2OOF)8.6.6 Grease leaking Yes _-___ .No 8.6.7 Amount of grease added .. 2 3t, 0 1 gallons 10.0 PMT Sat _____ ... Unsat_Comments: !rtz C¢ .¶ 6t 6,-ýbo AAOO CS, 1-7-- 1 Calibrated Test Equip.: Q4,.R. Mr,Olv,#'~< JhJ/O' Cal. DueDate: 'Z %'Sepervisor Signoff: DW Date:_ --.Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removedlregreased. //9 TM-N 1043: APPENDIX A Revision 0, Page 333 of 350.ATTACHMENT 1 141 0-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps.Tendon End: 14If3,- -/Z le44ld-.I t-I %i 8.3.2 Tendon Identity:._ V -j Amount of grease removed: 'C.-L7C) # , gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature:

8.4.7 Grease

level below vent hole ....8.4.9 .Grease leaking ies (1% to 2")8.6 Top Vertical Tendons 8.5.6(1) Replacement grease temperature. -OF (1 0 ,-8.5.6(2) Grease level below vent hole -:2ý inches (2"to 3"))Amount of grease added_ .gallons 8.6.5 8.6.6 8.6.7 8.6 Lower Vertical Tendons Replacement grease temperature .F (140°F to 200 0 F)Grease leaking Yes No Amount of grease added 7n. gi1 gallons 10.0 PMT Sat ,.U Comments: , TA't.: , Jnsat Calibrated Test Equip.: ,.,-- ,o.&. Cal. Due Date: '-,=7-J Supervisor Signoff:_________________________ Date: -.v Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Packagefor any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 334 of 350.8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 ATTACHMENT I Data Sheet I Regreasing of RB Tendon End Caps Tendon Identity: -. 2.-, Tendon End: Amount of grease removed: q, gallons 8.4 Hoop and Dome Tendons Replacement grease temp rature: OF (140 0 F to 200 0 F)Grease level below v~t ole , inches (1% to2")141 0-Y-83 Revision 7 Page 1 of 1 8.5.6(1) Replaceme:it-§4Q!e temperatun 8.5.6(2) Grease level below =vetfe 8.5.6(4) Grease leaking.8.5.6(5) Amount of grease added_)0 F to 200 0 F)(2" to 3-)8.6 Lower Vertical Tendons&( 8.6.5 Repla reese temperature OF (140OF to 200 0 F)8.6.6 Grease leaking ng s No 8.6.7 Amount of grease added galons 10.0 PMT Sat .. Comments: -i -e ,,, -f.4 a & 'LI-,, -- _ .5' , r, ---Calibrated Test Equip.: Cal. Due Date: Supervisor Signoff: __ _ _ _ _ _ _._ Date: Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removedfregreased. 9 TM-N1043: APPENDIX A Revision 0, Page 335 of 350 ATTACHMENT i 1410-Y-83 Data Sheet I Revision 7 Page I of 1 Regreasing of RB Tendon End Caps_~____ _ _T Tendon End:-,- 44 5 ,.,, -a 81 Tendon Identity:.

8.3.2 Amount

ofgreaseremoved: 8.4.6 8.4.7 8.4.9 8.4.9 8.4 Hoop and Dome Tendons Replacement grease temperature: /.... LA/- -. F (140°F to 200°F)Grease level below vent hole A inches (1% to 2")Grease leaking Yes K. No Amount of grease added ._,_____....._gallons 8.5 Top Vertical Tendons Replacement grease temperature 0 F (14 0*F't Grease level below vent hole inches (2"to 3W)8.6 Lower Vertical Tendons 10.0 PMT Sat L.. Unsat,_,_, Comments: -Calibrated Test Equip.: ;M#y'wr&-, P #PK/O Y Cal. Due Date: z--,.7--/O Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 336 of 350.ATTACHMENT 1 1410-Y,83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity: O-'.S" Tendon End: _ _ _ __o_ _ _8.3.2 Amount of grease removed: gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: OF (140 0 F to200OF)8.4.7 Grease level below vent hole I_/ .inches (1% to 2")8.4.9 .Grease leaking Yes No 8.4.9 Amount of grease added -__ _ gallons 8.6 Top Vertical Tendons 8.5.6(1)Replacement rease temperatpe A F (140 0 F to 200°F)8.5.6(4)Gre se I king es -_______No 8.5.6(5)A oAunt ofgreas dded .........__gallons, 8.6 Lower Vertical Tendons t: 8.6.5 Replacement greas empe ure -F (140-F to 200-F)8.6.6 Grease l/eaki Y _______No 8.6.7 Amount of rease adde gallons 10.0 PMT Sat Unsat______ Comments: /die..Calibrated Test Equip.: NoW 1rAect, 9_MQN,, -i"-s Cal. Due Date: ?____-_0__ Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 337 of 350.8.1 8.12 8.4.6 8.4.7 8.4.9 8.4.9 ATTACHMENT 1 141 0-Y-83 Data Sheet 1 Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps Tendon Identity: 0 : -_ Tendon End: ./.Amount of grease removed: -?, 7.1r gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: _______ F (140°F to 200°F)Grease level below vent hole / -inches (1Vi to 2")Grease leaking Yes No Amount of grease added -2.. gallons 8.5 Top Vertical Tendons I Replacement grease temperature / I -OF (140°F to 200 0 F)Grease level below vent hole .Z ///1 Inches (2" to 3")8.5.6(1)8.5.8(2)8.5.6(4) Grease leaking 8.5.6(5) Amount of grease addedZ ( 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature OF (140F to200 F),AertrUs '/., -/ (140Fo"0F 8.6.6 Grease leaking es 8.6.7 Amount of grease added gallons 10.0 PMT Sat U _ __ _ sa Comments: Calibrated Test Equip.: eo A,.- 7"t#,iwoe-.m Cal. Due Date:__________ 7 { " -Date: I./ 0'0 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removedfregreased. 9 TM-N1043: APPENDIX A Revision 0, Page 338 of 350 *ATTACHMENT 1 1410-Y43 Data Sheet I Revision 7 Page 1 of 1 Regrealng of RB Tendon End Caps 8.1 Tendon Identity: -_ -Tendon End: &eoe./ZA=rw

8.3.2 Amount

of grease removed; S gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperatre: 5 /1 O2F (140OFto 200+")8.4.7 Grease level below vent hole ________Inches (1% to 2")8.4.9 Grease leaking Yes Y _No 8.4.9 Amount of grease added 9 gallons 6.8 Top Vertical Tendons 8.5.6(1)Replacement grease temperature ..,//Ad-- F (140OFto 200F)8.5.6(2) Grease level below vent hole .,v!t Inches (2" to 3")8.5.6(4) Grease leaking z... -Yes do ---No 8.6.8(5) Amount of grease added !YIA- .aallons 8.0 Lower Vertical Tendons 8.0.5 Replacement grease temperature -.4454 F (140-F to 200 0 F)8.8.8 Grease leaking 4 Yes .I_ , No 8.6.7 Amount of grease added gallons 10.0 PMT SSt ... (" Unsat Comments: &4r Calibrated Test Equip.:; J77,-,a. ýPt- .Cal. Due Oate: 7-,. 7WSlgnoff .. Date: A-=,7-e.Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Survellance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDUX A Revision 0, Page 339 of 350 .ATTACHMENT I Data sheet I agreasing of RB Tendon End Caps Tendon End: .-.,a 1410-Y-83 Revision 7 Page I of I 8.1 Tendon Identity:. -3,A-2 8.3.2 Amount of grease removed; Pt gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: !P2F (140(Fto 200+F)8.4.7 Grease level below vent hole +,. Inches (1% to 2')8.4.9 Grease lealdng Yes _No 8.4.9 Amount of grease added 7. -< gallons 8.6 Top Vertical Tendons 8.S.S(1)Replacement grease temperature ,v/.,_ ...... *F (140Fto 2001F)8.5.8(2) Grease level below vent hole .d... ....... nces (2 to 3")8.5.8(4) Grease leaking &41. Yes , No 8.5.8(5)Aimount of grease added v/, .ations 8.& Lower Vertical Tendons 8.6.5 Replacement grease temperature-.// , F (140-F to 200(F)8.8.8 Grease leaking, k/,+ Yes 4A, ._No 8..7 Amount of grease added S0.0 PMT Sat Unsat Comments: A/JJA" Calibrated Test Equip.: Cal. Due Date: 7-2 .S46P.460 a5l..f. Date:, //-/-,vZ-, ....Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been renoved/regreesed. I 0 TM-N1043: APPENDIX A Revision 0, Page 340 of 350 r ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of I Regreasing of RB Tendon End Caps Tendon Identity: 11 3"A-- Tendon End: 13 -4/, 42 CA/ ) cJd Amount of grease removed: gallons 8.4 Hoop and Dome Tendons 8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 Replacement grease temperature: /1.O -F (140-F to 200-F)Grease level below vent hole .ý//. inches (1/2 to 2)Grease leaking Yes No Amount of grease added , 7Z4 gallons 8.5 Top Vertical Tendons Replacement grease temperature re. ... °F (1409.Eo.29e'T) 8.5.6(1)8.5.6(2) Grease level below vent 8.5.6(4)Grease le (5) Amount of grease addec gallons 8.6 Lower Vertical Tendons 10.0 PMT Sat Unsat Comments: A& N-4, Calibrated Test Equip.: PK I )4 Cal. Due Date: 10 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 341 of 350.ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page I of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity: \ .Tendon End: Ac#L, 4 ld 8.3.2 Amount of grease removed: -- gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: O F (140°Fto 200°F)8.4.7 Grease level below vent hole / /.- .inches (1% to 2")8.4.9 Grease leaking Yes ..No 8.4.9 Amount of grease added .gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature OF (140OFtoZWP)-- 8.5.6(2) Grease level below vent hole I n ches (2" to 3")8.5.6(4) Grease leaking Yes No-- 5)mount of grease added gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature F.- 200°F)8.6.6 Grease leaking s No 8 mount of grease added _gallons 10.0 PMT Sat_ __ _ Unsat Comments: 4o(aJ Calibrated Test Equip.: log /o0 4 Cal. Due Date: 7-Z 7--I Sie Sfgnoff:,4 -i~~4 & ~ ~Date:_ _______Attach filled out and signed copies of this data sheet to the Job Closeout orTendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 342 of 350" ATTACHMENT t 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity:- ... -Tendon End: Tfoo'\ "e 8.3.2 Amount of grease removed: -_ __ .-gallons 8.4 Hoop and Dome Tendons;8.4.6 Replacement grease temperature:

• /,Z OF (140°F to 200°F)8.4.7 Grease level below vent hole , inches (1% to 2")8.4.9 Grease leaking & ... Yes No 8.4.9 Amount of grease added _ _ _ _ _ _ gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature

"/.4- OF (140OFto 200 0 F)8.5.6(2) Grease level below vent hole inches, (2" to 3")8.5.6(4) Grease leaking Yes N No 8.5.6(5) Amount of grease added ! gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature a7//O -F (140 0 F to 200 0 F)8.6.6 Grease leaking Yes, No 8.6.7 Amount of grease added Y. 94$, gallons 10.0 PMT Sat _ _ ,__ _ Unsat.Comments: j',*,",-,, , .Calibrated Test Equip.: ; , Cal. Due Date: -,g7,V Supervisor Slgnoff: _ Date: ,-fy ._Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 343 of 350 ATTACHMENT 1 Data Sheet I Regreasing of RB Tendon End Caps__ __-_ _ Tendon End: 141O-Y-43 Revision 7 Page 1 of 1 8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 Tendon Identity: Z*Ma Amount of grease removed: ____ -__, _gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: ,_ /_- __F (1 40°F to 2001F)Grease level below vent hole __________Inches (1A to 2")Grease leaking ,, Yes ,No Amount of grease added --gallons 8., Top Vertical Tendons 8.5.6(1) Replacement grease temperature 0?/ZL OF (1 40OF to 200,F)8,5.6(2) Grease level below vent hole A Inches (2" to 3")8.5;6(4) Grease leaking -Yes ---No 8.5.8(5) Amount-of grease added 1, 77 gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature ........ .F (140* to 2001F)8.6.6 Grease leaking -Yes .X No 8.6.7 Amount of grease added -/--- gallons 10.0 PMT Sat Unsat._..... Comments: ,.. .Calibrated Test Equip.: e7-'-4F----- -/i/; Z Cal. Due Date: ., 7-,-t>Supervisor Signoff_____________________ Date: 9.'Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been remwwed/regreesed. 9

• TM-N1043:

APPENDIX A Revision 0, Page 344 of 350'ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 RegreasIng of RB Tendon End Caps 8A1 Tendon Identity:. 4, CU Tendon End:,__ /rCr1/~jeUY~ 8 3i.2 Amount ofgreaseremoved:_J2i.. gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: 6F (140oFto 200 0 F)8.4.7 Grease level below vent hole ______________inches (1.1. to 2)8.4.9 Grease leaking.. Yes 1,4- No 8.4.9 Amount of grease added ... 4'/,- gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature. ,0 ,/ 0 F (14 0 OFto 200°F)8.5.6(2) Grease level.below vent hole inches (2"to 3")8.5.6(4) Grease leaking r Yes 4, No 8.5.6(5) Amount of grease added A/ 9/ gallons 8.6.5 8.6.6 8.6.7 8.6 Lower Vertical Tendons Replacement grease temperature ....., ..... ..,." .F (140°F to 200 0 F)Grease leaking Yes ..N No Amount of grease added t/ "I / gallons 10.0 PMT Sat__ _ Unsat Comments: , Calibrated Test Equip.: -f, -n,,i' Cal. Due Date: 7- Supervisor Signoff:. _ _ _ _ _ _ _ _ _ _ _ _ _ _ Date: /-.,-/o Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased, 9 TM-N1043: APPENDIX A Revision 0, Page 345 of 350'ATTACHMENT 1 14110-Y-83 Data Sheet I Revision 7 Page 1 0f l Regreasing of RB Tendon End Caps&y:. (V 2- Tendon End: ,C/LJ, 4. / F ;e/,-d/7n 8.1 8.3.2 Tendon Identit Amount of gre ase removed: (I2,~"_gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: ,,....- _ F (140 0 F to 200 0 F)8.4.7 Grease level below vent hole .inches (1% to 2")8.4.9 Grease leaking No. .... s.. .,S .No 8.4.9 Amountofgrease added 444+-, gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature_ ( t? F (14 0°Fto 200 0 F)8.5.6(2) Grease level below vent hole ... inches (2" to 3")8.5.6(4) Grease leaking --Yes 01 No 8.5.6(5)Amount of grease added Jt, a9 gallons (I 8.6.5 8.6.6 8.6.7 8.6 Lower Vertical Tendons Replacement grease temperature OF (140°F to 200°F)Grease leaking Yes ,..X .No Amount of grease added -.. gallons 10.0 PMT Sat Unsat Comments: ,Z/,%Calibrated Test Equip.: ,_E.Cal. Due Date: 7--1..Supervisor Signoff: _ Date: / -/1-0.Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 346 of 350'ATTACHMENT I Data S heet I Regreasing of RB Tendon End Cap V- / .Tendon Er 1410-Y-83 Revision 7 Page 1 of 1 a 8.1 8.3.2 8,4.6 8.4.7 8.4.9 Tendon Identity: Amount of grease removed:-, .gallons 8.4 Hoop and Dome Tendons Replacement-grease temperature: ......... .'F (140°F to 2000F)Grease level below vent hole ____ _________inches (1% to 2")Grease leaking Yes .....,4. No v ,/8.4.9 Amount of grease added _."i,,# gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature.I ,-,- 'F (140 0 Frto 200°F)8,5.6(2) Grease level below vent hole 5;a-. inches (2" to 3")8.5,6(4) Grease leaking Yes k1" No 8.5.6(5) Amount of grease added .../,A-. gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature --,o? * °F .(140 0 F to 20O 0 F)8.6.6 Grease leaking Yes No 8.6.7 Amount of grease added i'4' , gallons 10.0 PMT Sat _ _ _ Unsat Comments: ./,4-&Calibrated Test Equip.: tr' ,,-Cal. Due Date: 7-Z.Z-IP Supervisor Signoff: _ Date: Z-/Z',' ..Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 347 of 350 ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 Page 1 of 1 Regreasing of RB Tendon End Caps 8.1 Tendon Identity: _ ___ _ _ Tendon End: ,wCa7,,_i 8.3.2 Amount of grease removed: -_ __" gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: ...l. ---___F (140°F to 2001F)8.4.7 Grease level below vent hole ...... Inches (1% to 2'" 8.4.9 Grease leaking .. Yes __..4 No 8.4.9 Amount of grease added &,1,0, _-gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature... ,/, ZaOF (140°F to 2000F)8.5.6(2) Grease level below vent hole aL Inches (2" to 3")8.5.8(4) Grease leaking Yes _No 8.5.8(5) Amount of grease added ./. 7:7 gallons 8.8 Lower Vertical Tendons 8.6.5 Replacement grease temperature O/b. °F (t40OF to 2000F)8.6.6 Grease leakdng Yes -/ No 8.6.7 Amount of grease added ,_/,,-. Zed. allons 10.0 PMT Sat U.. unsat Comments: ,,,/,-Calibrated Test Equip.: /K,"r% #Z.-, ý,,Z Cal. Due Date: ,---,..Supervisor Signoff: Date: //V6 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N1043: APPENDIX A Revision 0, Page 348 of 350'ATTACHMENT 1 1410-Y-83 Data Sheet I Revision 7 ,, Page 1 of1 Regreasing of RB Tendon End Caps ,%,L 3.Page 1 of 1 8.1 Tendon Identity:_ ___Tendon End: 4 /,K-4 ;'e.6 8.3.2 Amount of grease removed: / " gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature: -,..F (14 0-Fto 200 0 F)8.4.7 Grease level below vent hole _ ______inches (1/ to 2")8.4.9 Grease leaking .,,. Yes __No 8.4.9 Amount of grease added A./,,4.. gallons 8.5 Top Vertical Tendons 8.5.6(1) Replacement grease temperature -.,- F (140 0 F to 20M°F)8.5.6(2) Grease level below vent hole inches (2" to 3")8.5.6(4) Grease leaking _Yes No 8.5.6(5) Amount of grease added .,4,4IA- gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature ...._LA..OF (140 0 Fto2000F)8.6.6 Grease leaking Yes X No 8.6.7 Amount of grease added £'a, 5"- gallons 10.0 PMT Sat Unsat Comments: ,,-.-Calibrated Test Equip.: ._' /. =&/2- Cal. Due Date:- Z"'-Ale& i Signoff: Date: ',-/f-/o Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 8.1 8.3.2 8.4.6 8.4.7 8.4.9 8.4.9 TM-N 1043: APPENDIX A Revision 0, Page 349 of 350 ATTACHMENT 1 141 0-Y-83 Data Sheet I Revision 7 Page 1 of I Regreasing of RB Tendon End Caps Tendon Identity: }J-i19 .Tendon End: 6eQ" Amount of grease removed: ,-.i. 2 gallons 8.4 Hoop and Dome Tendons Replacement grease temperature: .,Z, OF (140OFto 200 0 F)Grease level below vent hole ___________________inches (11/2 to2")Grease leaking .. /,O- Yes No Amount of grease added -__ _. _ _gallons 8.5 Top Vertical Tendons 8.5.6(1)Replacement grease temperature _ 0 0 F (140-Fto 200OF)8.5.6(2) Grease level below vent hole inches (2" to 3")8.5.6(4) Grease leaking Yes X' No 8.5.6(5) Amount of grease added If,& gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature .F (140°F to 200 0 F)8.6.6 Grease leaking Yes 1 No 8.6.7 Amount of grease added /1 '! / gallons 10.0 PMT Sat JK Unsat Comments: d'/4-Calibrated Test Equip.: _,e "-2.,,I,--rI iZW... Cal. Due Date:. 7!;7-10 SSign ogn( ,.,r ,A Date:, /-/Y-A,0 Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9 TM-N 1043: APPENDIX A Revision 0, Page 350 of 350*ATTACHMENT I 1410-Y-83 Data Sheet I Revision 7 Page I of I Regreasing of RB Tendon End Caps Tendon End: /8.1 Tendon Identity: ....J2 -8,3.2 Amount of grease removed: .L A -5"" gallons 8.4 Hoop and Dome Tendons 8.4.6 Replacement grease temperature:, O., 0 F (1 40OF to 200 0 F)8.437 Grease level below vent hole _________ __ inches (11/2 to 2")8.4.9 Grease leaking Yes --No.8.4.9 Amount of grease added ,n/.;' gallons 8.5 Top Vertical Tendons 8.5.6(l) Replacement grease temperature __-.. F (140 0 Fto 200°F)8.5.6(2) Grease level below vent hole. inches (2" to 3")8.5.6(4) Grease leaking Yes No 8.5.6(5) Amount of grease added 41,A- gallons 8.6 Lower Vertical Tendons 8.6.5 Replacement grease temperature ,L -.2./...F (140°F to 200 0 F)8.6.6 Grease leaking Yes , 1 No 8.6.7 Amount of grease added -,_ gallons 10.0 PMT Sat.... Unsat.Comments: Calibrated Test Equip.: -Cal. Due Date: 7-,27-,,o-,ýi~r Signoff: ~ v 7 .~Dt: d-9~Attach filled out and signed copies of this data sheet to the Job Closeout or Tendon Surveillance Report Package for any end caps which have been removed/regreased. 9}}