Text

Forwards Suppl III to Util Response to IE Bulletin 83-02, Stress Corrosion Cracking in Large Diameter Stainless Steel Recirculation Sys Piping at Bwrs, Providing Results of post-induction Heating Stress Improvement Ultrasonic Exams
	ML20082N426
Person / Time
Site:	Peach Bottom
Issue date:	11/18/1983
From:	Gallagher J; PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:	Murley T; NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
References
	REF-SSINS-6820 IEB-83-02, IEB-83-2, NUDOCS 8312070172
	Download: ML20082N426 (115)
	v • d • e

{{#Wiki_filter:4 g a PHILADELPHIA ELECTRIC COMPANY 2301 M ARKET STREET P.Ol. BOX 8699 PHILADELPHIA. PA.19101 JOSEPH W. G ALLAGH ER (215)841 5003 nactnic enooucv on carantusar November 18, 1983 Docket No. 50-277 Dr. Thomas E. Murley, Administrator Office of Inspection and Enforcement U.S. Nuclear Regulatory Commission 631 Park Avenue King of Prussia, PA 19406

SUBJECT:

Supplement III to Peach Bottom Unit 2 Response to I.E. Bulletin No. 83-02

REFERENCE:

Letter to Dr. T. E. Murley from S. L. Daltroff, dLted October 19, 1993, (Supplement to Peach Bottom Unit 2 Response to I.E. Bulletin No. 83-02

Dear Dr. Murley:

This supplement to our above referenced submittal letter of October 19, 1983, S. L. Daltroff (PECo) to Dr. T. E. Murley (NRC), provides the results of the post Induction Heating Stress Improvement (IHSI) ultrasonic examinations and thus completes the Philadelphia Electric Company response to I.E. Bulletin No. 83-02. The enclosed attachments include information extracted f rom General Electric Company report RSFA 83-71, Rev. O, entitled, ' Fracture Mechanics Evaluation and Weld Overlay Design for the Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI,' which is included as Attachment C. Philadelphia Electric Company decided to embark on a partial IHSI program to reduce the susceptibility of sixteen (16) selected welds to Intergranular Stress Corrosion Cracking (IGECC). Attachment A of our above referenced submittal has been updated to address: I 8312070172 831118 \\\\ PDR ADOCK 05000277 /\\ G PDR Y t\\

- - ~ _. _ _ %4 -Dr. Thomas E. Murley Page 2 Docket No. 50-277 (1) the welds on which IHSI was performed, (2) the corrective actions taken, if necessary, on welds i receiving IHSI treatment, and (3) the inclusion of items omitted from the previous submittal. Attachment A of this submittal, ' Recirculation, Residual Heat Removal Shutdown Cooling, Head Spray Line, Reactor Water Clean-Up Line, and Core Spray Line Piping Weld Information, .Rev s on 1, ' provides the information requested in Action Item 3 ii susceptibility matrix. [ The results of the volumetric inspection are shown in Attachment A, Table II, pages 21 of 60 through 40 of 60, under the heading "IGSCC Detection." The heading " Remarks" on the same pages provides justification why some welds were not examined. i The post IRSI ultrasonic examinations were performed utilizing inspection teams from General Electric Company (GE), i i Lambert-MacGill-Thomas, Inc. (LMT), and Southwest Research Institute (SWRI). The personnel and procedures utilized by each [ . company were qualified as described in our response to Action Item 1 in our October 19, 1983, submittal. All non-destructive examinations (NDE) were performed to the 1974 Edition of Section XI with Addenda thru Summer 1975. GE I L' and LMT were the prime contractors for these examinations. If the ultrasonic examination discovered evidence of a defect, the other contractor examined the wald to confirm the others' findings. A third contractor, SWRI, was utilized whenever the GE and LMT findings did not concur. Attachment B, " Summary of Ultrasonic Weld Indications," dated October 12, 1983, contains the results of the post IHSI ultrasonic examinations which identified five (5) welds with.IGSCC. The length and depth of each indication is shown, as well as the circumferential location from the weld reference point. In addition, a review of previous ultrasonic examination data discovered one (1) additional weld with IGSCC. Table 1, l ' Peach Bottom 2 Ultrasonic Testing,' n page 11 of Attachment C, l Fracture Mechanics Evaluation and Weld Overlay Desian for the i Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI," contains the results of the examination which identified. weld 10-0-2 as having IGSCC. The length and depth of l the indication is shown, as well as the circumferential location. -These six (6) additional cracked welds increases the total number of welds with-IGSCC indications to twenty-six (26).

Dr. Thomas E. Murley Page 3 Docket No. 50-277 4 Attachment C, " Fracture Mechanics Evaluation %nd Weld Overlay Design for the Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI," contains the GE document #83-71 (Rev. O) which describes the analysis and overlay designs where required, for disposition of the six (6) additional welds with indications. The fracture mechanics evaluations included in Attachment C were performed in accordance with Appendix X of Section XI of the ASME code and Paragraph IWB-3640, " Acceptance Criteria for Flaws in Austenitic Stainless Steel Piping." The beneficial effects of IMSI stresses were not included in the crack growth calculations. Full structural overlays, where required, were designed and applied to re-establish the code reauired safety factor of 3 for a minimum period of 24 months of continued full-power operation. This design assumes the indications will grow fully circumferential through the original pipe wall. The most limiting ultrasonic data was utilized in the disposition of indications in order to provide an additional degree of. conservatism. Two welds, the 2-AS-3 recirculation suction weld and the 10-0-2 RHR weld were discovered to contain circumferential indications requiring weld overlays in accordance with the fracture mechanics analysis in Attachment C. The four other welds (three located in the recirculation suction lines and the other in a recirculation discharge line), containing circumferential indications, were evaluated using the same fracture mechanics technique and were found to be acceptable for 24 months continued full-power operation. In order to provide an additional margin of safety, full structural overlays were applied to each of the three recirculation suction welds, Nos. 2-AS-4, 2-BS-6, and 2-BD-14. Fracture mechanics evaluation of the - recirculation discharge weld No. 2-AS-7 found the final flaw size to be acceptable beyond 24; months of continued full power operation per ASME Code Section XI, Paragraph IWB-3640. Philadelphia Electric Company plans to operate with the 2-AS-7 weld "as is" for the six to seven months remaining to the next scheduled refueling outage. In addition, this weld will be instrumented with moisture' sensing equipment prior to operation. This weld will be reinspected during the next refueling outage, and will either be replaced.with conforming material or overlaid with a full structural overlay. The overlayswelding was performed using remote GTAW equipment and 0.035". SPA 5.9 Type 308L weld filler metal. The welding procedures, welding aualification procedures, and repair procedures SP 602 P.B. Clad 1.0, Rev. 8, were contained in Appendices D, E, F, G, and I of our October 19, 1983, submittal. A summary of the weld overlay size details is contained in GE Report #83-71 (Rev. O), Figures 8 and 9 in Attachment C. A ~ licuid penetrant examination was performed in accordance with P.B. 83-3.0 (Appendix H of our October, 19, 1983, submittal)

9 Dr. Thomas E. Murley Page 4 Docket No. 50-277 before and after overlay. A final ultrasonic examination was performed in accordance with UT-38-(Appendix J, October 19, 1983, submittal) to verify the structural integrity of the completed overlay. An operational hydro will be performed prior to Unit startup. Attachment D, " Safety Evaluation for the Operation of Peach Bottom Atomic Power Station Unit 2," contains the safety evaluation for only these six (6) additional welds. Attachment D of the October 19, 1983, supplement contains the safety evaluation for the previous twenty welds. Together, these two safety evaluations support the six to seven months operation to the next scheduled refueling outage of Unit 2. A written report will be submitted to the NRC staff outlining the plans and ALARA programs necessary for the replacement of portions of the recirculation and other reactor coolant pressure boundary piping systems to be performed during Unit 2 upcoming refueling outage. This report will be submitted at least 60 days prior to_ start of refueling outage. Should you have any ouestions or require additional information, please do not hesitate to contact us. Very truly yours, l l Attachments i cc: A. R. Blough, Site-Inspector J. F. Stolz, Chief, Division of Licensing (NRC) NRC Document Control Desk l

r- -COMMONWEALTH OF PENNSYLVANIA r ss. COUNTY OF PHILADELPHIA J. W. Gallagher, being first duly sworn, deposes and says: That he is Manager, Electric Production Department, Philadelphia Electric Comoanv; that he has read the foregoing Supplement III to Peach Bottom Unit 2 Reponse to I. E. Bulletin 83-02 and knows the' contents thereof; and that the statements and matters set forth therein are true and correct to the best of his knowledge, information and belief, ha u Subscribed and sworn to I before me this IB" day of'IIovetGEL, W M-i cG-LL b khn.r.Iola L k v Notaggyy,WahiiUN Notary Public Phila., Phila. Co. My Commission Expires July 28,1987 l_ l

..... ~ I i 4 - O PHILADELPHIA ELECTRIC COMPANY PEACH BOTTOM' ATOMIC POWER STATION UNIT #2 SUPPLEMENP III RESPONSE TO I.E. BULLETIN NO. 83-02 NOVEMBER 1983 DOCKET NO. 50-277 0 i O }o U

PHILADELPHIA ELECTRIC COMPANY f 23' 1 M ARKET STREET Q O P.O. BOX 8699 PHILADELPHIA PA.19101 JOSEPH W. GALLAGHER usernic enooucr o'n oseanrutar (215)841 5003 " "^ " November 18, 1983 Docket No. 50-277 1 Dr. Thomas E. Murl ey, Administrator Office or Inspection and Enforcement U.S. Nuclear Regulatory Commission 611 Park Avenue King of Prussia, PA 19406

SUBJECT:

Supplement III to Peach Bottom Unit 2 Response to I.E. Bulletin No. 83-02 REFERENCE : Letter to Dr. T. E. Muriey from S. L. Daltroff, dated October 19, 1983, (~ Response to I.E. Bulletin No. 83-02 (Supplement to Peach Bottom Unit 2

Dear Dr. Murley:

This supplement to our above referenced submittal letter of October 19, 19R3, S. L. Daltroff (PECo) to Dr. T. E. Murley (NRC), nrovides the results of the post Induction Heating Stress Improvement (IHSI) ultrasonic examinations and thus completcs the j Philadelphia Electric Company response to I.E. Bulletin No. 83-02. The encioned attachments include information extracted from General Electric Company report RSFA 83-71, Rev. O, entitled, ' Fracture Mechanics Evaluation and Weld Overlay Design l for the Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI,' which is included as Attachment C. Philadelphia Electric Company decided to embark on a j partial IHSI program to reduce the susceptibility of sixteen (16) sel ected welds to Tntergranular Stress Corrosion Cracking (TGSCC). Attachment A of our above referenced submittal has been updated to address: t . 2 4w---m,-- .-r1---.-

Dr. Thomas E. Murley Page 2 Docket No. 50-277 ( (1) the welds on which IHSI was. performed, (2) the corrective actions caken, if necessary, on weids receiving IRSI treatment, and (3) the inclusion of items omitted from the previous submittal. Attachment A of this submittal, ' Recirculation, Residual Heat Removal Shutdown Cooling, Head Spray Line, Reactor Water Clean-Up Line, and Core Spray Line Pining Weld Information, Revision 1,' provides the information requested in Action Item 3 5 susceptibility matrix. The results of the volumetric inspection are shown in Attachment A, Table II, pages 21 of 60 through 40 of 60, under the heading "IGSCC Detection." The heading " Remarks" on the same pages provides justification why some welds were not examined. The post IHSI ultrasonic examinations were performed utilizing inspection teams from General Electric Company (GE), s I ) Lambert-MacGill-Thomas, Inc. (LMT), and Southwest Research s Institute (SWRI). The personnel and procedures utilized by each i company were qualified as described in our response to Action l Item 1 in our October 19, 1983, submittal. All non-destructive examinations (NDE) were performed to the 1974 Edition of Section XI with Addenda thru Summer 1975. GE and LMT were the prime contractors for these examinations. If the ultrasonic examination discovered evidence of a defect, the other contractor examined the weld to confirm the others' fi ndings. A third contractor, SWRI, was utilized whenever the GE and LMT findings did not concur. Attachment B, " Summary of Ultrasonic Weld Indications," dated October 12, 1983, contains the results of the post IHSI ultrasonic examinations which identified five (5) welds with IGSCC. The length and depth of each indication is shown, as well as the circumferential location from the weld reference point. In addition, a review of previous ultrasonie examination data discovered one (1) additional weld with IGSCC. Table 1, ' Peach Bottom ? Ultrasonic Testing,' on page 11 of Attachment C, " Fracture Mechanics Evaluation and Weld Overlay Design for the Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI," contains the results of the examination which identified weld 10-0-2 as having IGSCC. The length and depth of rg (,,) the indication is shown, as well as the circumferential location. These six (6) additional cracked welds increases the total number of welds with IGSCC indications to twenty-six (26).

Dr. Thomas E. Murley Page 3 n Docket No.'50-277 fQ ~ Attachment C, " Fracture Mechanics Evaluation and Weld Overlay Design for the Indications in the Peach Bottom 2 Recirculation and RHR Piping Subject to IHSI," contains the GE I document #83-71 (Rev. 0) which describes the analysis and overlay i designs where-required, for disposition of the six (6). additional

welds with indications.

The fracture mechanics evaluations included in Attachment C were performed in accordance with Appendix X of Section XI of the.ASME code and Paragraph IWB-1640, " Acceptance Criteria for Flaws in Austenitic Stainless Steel Piping." The beneficial effects of IHSI stresses were not included _ in the crack growth calculations. Full structural overlays, where required, were designed and applied to re-catablish the Code required safety factor of 3 for a minimum .i period of-24 months of continued full-power operation. This design assumes the indications will grow fully circumferential-throuqh'the original _ pipe wall. The most limiting ultrasonic 1 i data was utilized in the disposition of indications in order to E provide an additional degree of' conservatism. Two welds, the 2-AS-3 recirculation suction weld and the l 10-0-2 RHR weld were discovered to contain circumferential j . indications ~ requiring wold overlays in accordance with the i p/ weldsfracture mechanics analysis in Attachment C. The four other (three located in the recirculation suction lines and the ss other in a recirculation discharge line), containing i circumferential indications, were evaluated using the same fracture mechanics ~ technique and were found to be acceptable for 74 months continued full-power operation. In order to provide an additional margin of safety, full structural overlays were applied to each of the three recirculation suction welds, Nos. 2-AS-4, 2-BS-6, and 2-BD-14. Fracture mechanics evaluation of the recirculation discharge weld No. 2-AS-7 found the final flaw size to be acceptable beyond 24. months of continued full power v operation per ASMR Code Section XI, Paragraph IWB-3640. Philadelphia Electric Company plans to operate with the 2-AS-7 weld "as is" for the six to seven months remaining to the next scheduled refueling outage. In addition, this weld will be instrumented with moisture sensing equipment prior to operation. This weld will be reinspected during the next refueling outage, and will either he replaced with conforming material or overlaid with a full structural overlay. The overlay welding was performed using remote GTAW equipment and 0.035" SFA 5.9 Type 308L weld filler metal. The welding procedures, welding qualification procedures, and repair procedures SP 602 P.B. Clad 1.0, Rev. 8, were contained in - Appendices D,-E, F, G, and I of'our October 19, 1983, submittal. ' s. A summary of the weld overlay size details is contained in GE Rorort 183-71 (Rev. 0), Figures 8 and 9 in Attachment C. A liouid penetrant examination was performed in accordance with P.B. 83-3.0 (Appendix H of our October, 19, 1983, submittal) .-....~.

Dr. Thomas E. Murley Page 4 Docket No. 50-277 r\\ before and after overlay. A final ultrasonic examination was performed in accordance with UT-38 (Appendix J, October 19, 1983, submittal) to verify the structural integrity of the completed overlay. An operational hydro will be performed prior to Unit startup. Attachment D, " Safety Evaluation for the Operation of Peach Bottom Atomic Power Station Unit 2," contains the safety evaluation for only these six (6) additional welds. Attachment D of the October 19, 1983, supplement.contains the safety evaluation for the previous twenty welds. Together, these two safety evaluations support the six to seven months operation to the next scheduled refueling outage of Unit ?. A written report will be submitted to the NRC staff outlining the plans and ALARA programs necessary for the replacement of portions of the recirculation and other reactor coolant pressure boundary piping systems to be performed during Unit 7 upcoming refueling outage. This report will be submitted at least 60 days prior to start of refueling outage. Should you have any auestions or require additional f^)h information, please do not hesitate to contact us. Very truly yours, Attachments I cc: A. R. Blouqh, Site Inspector J. F. Stolz, Chief, Division of Licensing (NRC) NRC Document Control Desk n v

d PHILADELPHIA ELECTRIC COMPANY PEACII BOTTOM--UNIT # 2 . SUPPLEMENT III TO RESPONSE TO 1.E. BULLETIN NO. 83-02 NOVEMBER 1993 TABLE OF COMTENTS ATTACitMENT A ~ Recirculation, Ronidual Heat Removal Shutdown Cooling, Head Sprav Line, Reactor Water Clean-Up Line, and Core Spray Line Piping Weld Information (Revinion 1 )- i ATTACllMENT B Summary of-Post IIIIS Weld Indications ATTACliMENT C Recirculation"and Residual lient Removal Fracture Mechanics Evaluntion and Weld Overlay Design ATTACilMEFTI' D Saf ety Eval uation for the Operation of Peach Bottom Atomic Powel Station Unit #2 O I e i ,,,-..,,-,,y.-m.. e-y ,,y n.,- ,,y.--.~,_,,,,,w~,r-,-c._--- ..--,,..4,,-,-.ry--._,y--nv,-.

ATTACHMENT A O PEACH' BOTTOM - UNIT #2 Recirculation, Residual Heat Removal Shutdown . Cooling, Ilead Spray Line, Reactor Water Clean-Up Line, and Core Spray Line Piping Weld Information (Revision 1) I j; i ! o { i kh O

PB&PS UNIT 2 - PIPING / WELD DATA TABLE I SYSTER RECIRCULATION LOOP "A" Eipe Weld Pinima sold Joint SRI valve INSI j 3133 Ag,, caemonent material g;ag;&gg Costant,1 oria4=m1 Revised Treated Not Calculated No 28* 2-AS-1 Reactor sozzle Carbon Steel s.s. safe End 304 (0.025 28* 2-As-2 s.s. safe Ea4 304 <0.025 1.279 1.343 S.S. Pipe 304 .059 28* 2-43-3 S.S. Pipe 304 .059 1.659 1.742 Y6S S.5. Elbow 304 .059 288 2-15-4 S.S. Elbow 304 .059 1.619 1.699 WS 5.5. Pipe 304 .062. 288 2-As-5 s.s. Pipe 304 .062 1.0 34 1.086 9ES S.S. Tee 304 .ogg 25* 2-AS-6 S.S. Tee 304 .016 1.011 1.061 WS KOf. I S.S. Pipe 304 .070 28" 2-1S-7 S.S. Pipe 304 .070 1.427 1.498 YES S.S. Elbow 304 .070 l'

2-15-8 5.5. Elbow 304

.070 1.118 1.174 Cast 5.1. Valve CP8 .040 2e* 2-AS-9 Cast S.S. Talve CPS .040 1.393 1.14 7. NO i S.5. Pipo 304 .059 28* 2-As-10 S.s. Pipe 304 059 1.379 1.448 s.s. Elbow 304 .059 20* 2-As-11 s.s. Elbow 304 .059 1.40 1.47 NO cast s.s. Peep CPSE .04 Casing 29* 2-AD-12 Cast S.S. Peep CPGs .04 1.030 1.001 NO Cas ing 304 .059 l S.s. Pipe l l 28* 2-AD-13 s.s. Pipe 304 .059 1.035 1.006 NO Cast s.S valve CP8 .060 28* 2-AD-14 Cast 5.S. Walve CP8 .059 1.284. 1.348 NO S.S. Elbow 304 .059 28* 2-1D-15 s.s. Elbov 304 .059 1.301 1.366 YES k S.s. Pipe 304 .059 24* 2-AD-16 s.s. Pipe 304 .059 1.007 1.057 NO h 5.5. Tee 304 .048

3 TABLE I - ?BAPS UNIT 2 - PIPING / WELD D AT A (f SYSTEM RECIRCULATION LOOP *A* Pipe Weld Pipine Weld Joint SBT Talve IRSI 2113 No. Com po ne st natorial Carbon Content, 3 orialmal asvised Treated 28* 2-A&-17 S.S. Tee 304 .048 0.983 1.032 kN) S.S. Cross 304 .070 28* 2-AD-18 S.S. Cross 304 .070 1.250 1.312 DJO S.S. Reducer 304 .058 282 2-AD-12/ 5.S. Pipe 304 .059 mot calculated >JO fuEV.I BPA S.S. Weldolet 304 .060 4* 2-BPA-1-1 S.S. Weldolet 304 .060 - not Calculated No S.S. END CAP 304 (.08 Ca 2-AD-15/ S.S. Pipe 304 .eSy got hhted h SPA S.S. weldolet 304 060 4* 2-aPA.0-A S.S. Weldolet 304 060 Not Calculated Bo S.S. End Cap 304 4,gg 22* 2-A8-3 S.S. sanifold 304 .062 1.126 1.182 50 Cast S.S. Talve CF8 .042 22* 2-15-2 cast S.S. Talve CF8 .042 1.085 1.139 so S.S. sanifold 304 .062 s 22" 2-15-1 S.S. manifold 304 .062 1.181 1.240 No S.S. Cross 304 .070 J 22" 2-15-4 S.S. Cross 304 .070 1.124 1.180 uo S.S. samifold 304 .062 2 22" 2-Au-5 S.S. sanifold 304 .062 hot Calculated so S.S. Bad Cap 304 .070 22* 2-15-1/ 3.S. manifold 304 .062 1.172 1.230 so AHK S.S. Sweapolet 304 .059 22" 2-45-1/ S.S. samifold 304 .062 1.174 1.232 so AHJ S.S. Sweepolet 304 .059 22* 2-AM-4/ S.S. sanifold 304 .062 1.120 1.176 No AuG 3.5. Sweepolet 304 .059 $J 228 2-A R-4/ S.S. Namifold 304 .062 1.086 1.140 so O ANF S.S. Sweepolet 304 .059 1% 128 2-ANK-1 S.S. Sweepalet 304 .059 0.949 0.996 no 6% 3.S. Pipe 304 .052 C} e

T&BLE 1 - P8&PS UNIT 2 PIPIMG/UELD DATA SYST2nr MRrTarDLATIos LOOP *18 ( Pipa Weld pinine sold Joint 111E 25ta Consonant Regerial SRI valve IESI Carbon Content, 1 Orialmal Revised Treeted 1 12* A-ARJ-1 S.S. Sweapolet 304 .059 0.988 1.037 50 S.S. Pipe 304 .052 12* 2-amu-1 S.S. Reducer 304 .058 sot calculated so S.S. Pipe 304 .0 54 l 128 2-ABG-1 S.S. Sweepolet 304 .059 0.937 0.983 so i S.S. Pipe 304 .042 12* 2-AHP-1 S.S. Sweepolet' 304 .059 0.925 0.971 No S.S. Pipe 304 .042. 125 2-ANE-2 S.S. Pipe 304 .052 1.453 1.525 no ] S.S. slbov 304 .065 i 12" 2-AEJ-2 S.S. Pipe 304 .052 1.530 1.606 50 S.S. Elbow 304 .063 i 12* 2-ARM-2 S.S. Pipe 304 .054 1.526 1.602 Bo S.S. Elbow 304 .063 l 12* 2-ABG-2 S.S. Pipe 304 042 1.485 1.559 no j S.S. Elbow 304 .063 1 j 12# 2-AMP-2 S.S. Pipe 304 .042 1.348 1.415 so i S.S. Elbow 304 .065 i t 12* 2-Aut-3 S.S. Elbov 304 .06 5 1.668 1.751 Bo 3.S. Pipe 304 .047 12* 2-453-3 S.S. Elbow 304 .063. 1.715 1.800 so j S.S. Pipe 304 .047 i I 128 2-185-3 S.S. Elbow 304 .063 1.647 1.729 Bo 5.5. Pipe 304 .047 l 128 2-Aus-3 S.S. Elbov 30g . 063 1.739 1.825 no S.S. Pipe 3cq ,q r 12* 2-ABP-3 S.S. Elbow 304 .065 1.593 1.672 Bo { S.S. Pipe 304 .047 i-12* 2-ABE-4 S.S. Pipe 304 .047 1.623 1.704 50 W S.S. Safe End 304 <.025 l th i 12" 2-ARJ-4 S.S. Pipe 304 3g .047 1.778 1.866 so S.S. Safe End 304 <.025 l 9 12" 2-458-4 S.S. Pipe 304 .047 1.523 1.599 50 U $9

~ TABLE I - PBAPS UNIT 2 PIPING / WELD D ATA SYSTEM: RECIRCULATION LOOP #A" Pipe Weld Pinina Wald Joint SRI falve IMSI h 15La Connonent Raterial Carbon Content, 1 Oriainal Revis9d Treate4 S.S. Safe End 304 <.025 ~ 12* 2-AMG-4 S.S. Pipe 304 .041 1.901 1.996 Bo S.S. Safe Bad 304 <.025 1, 12" 2-4445 4 S.S. Pipe 304 .047 1.541 1.614 to S.S. Saf. Bad m 4,, g, 4 12" 2-AHK-5 S.S. Safe End 304 <0.025 Mot Calculated 50 Reactor gozzle Carbon Steel l 12* 2-18J-5 S.S. Safe End 304 <0.025 - not Calculated so Reactor gozzle Carbon Steel REV. I i 12* 2-Aug-5 S.S. Safe End 304 <0.025 Bot Calculated 50 1 Beactor Bozzle carboa Steel i-12* 2-AEG-5 S.S. Safe End 304 <0.025 mot Calculated 50 l Beactor uozzle Carbon Steel 128 2-15P-5 S.S. Safe End 304 <0.025 mot Calculated 50 3eactor sozzle Carbon Steel M 1 bd I ns e 4 + w n ii 4

TABLE I - PBAPS UNIT 2 - PIPING / WELD DhT& SYSTEll: RECIRCULATION L " "B8 Pipe Wald Pinine Wald.1alat 1111 1Ra ConDomaat natorial f.ggJtag Content 1 Orieimal Revised Treated SRI Talve IMSI 28* 2-55-1 Beactor uozzle carbon Steel not calculated NO S.S. Safe End 304 <.025 28u 2.g3 2 S.S. Safe End 304 <.025 1.117 1.172 NO S.S. Pipe 304 .041 28" 2-35-3 S.S. Pipe 304 .041 1.326 1.392 NO S.S. Elbow 304 .059 ~ 2P' 2-BS-4 S.S. Elbow 304 .059 1.307 1.372 MO S.S. Pipe 304 .059 t 285 2-85-5 S.S. Pipe 304 .059 Not calculated M S.S. Pipe 304 .070 j.' 28* 2-BS-6 S.S. Pipe 304 .070 1.260 1.323 ji S.S. Elbow 304 .070 If 28* 2-33-7 S.S. Elbow 304 .070 1.076 1.129 NO l6 Cast S.S. Talve CFS .050 i REV.1 J 28* 2-85-8 Cast 5.S. Talve CF8 .050 1.062 1.115 NO d l S.S. Pipe 304 .041 28" 2-85-9 S.S. Pipe 304 .04 1 1.258 1.320. 8JO 1 S.S. Elbov 304 .059 i / 28" 2-83-10 S.S. Elbow 304 .059 1.262 1.325 jl Cast S.S. Peep CP88 .03 i! ] 'k 28" 2-BD-11 Cast S.S. Puay CF88 .03 0.965 1.013 NO S.S. Pipe 304 .059 !;? 28* 2-BD-12 S.S. Pipe 304 .059 0.968 1.016 No i' Cast Talve CF8 .960 28" 2-BD-13 Cast S.S. Talve CFS .060 0.985 1.034 S.S. Elbow 304 .059 288 2-BD-14 S.S. Elbow 304 .059 1.178 1.236 W j S.S. Pipe 304 .059 i 28* 2-aD-15 S.S. Pipe 304 .059 0.901 0.946 NO S l S.S. Tee 304 .054 g 28" 2-3D-16 S.S. Tee 304 .058 0.921 0.967 NO l:; S.S. Cross 304 .070 28" 2-BD-17 S.S. Cross 304 .070 1.155 1.212 NO O I. l l l t

TABL? I PB4PS DNIT 2 - PIPIMG/W ELD D AT A (} SYSTEM: RECIRCULATION LOOP "B" Pipe veld Pipina Weld Joint SRI Talve IRSI h f,g.a consonant Raterial f.3Ehg3 Content. 1 Original Reviand Treated S.S. Reducer 304 .058 Ca. 2-BD-11/ S.S. Pipe 304 .062 Mot calculated so SPS S.S. Weldolet 304 ,ggg 48 2-BPD-1-A S.S. Weldolet 304 064 Not Calculated 50 REV. l S.S. Sh9 CAF 304 4.eg 48 2-BD-14/ S.S. Pipe 304 03) Not Calculated No BPB S.S. Neldolet 304 .ogo C" 2-BPD-10-A S.S. Beldolet 304 .060 ' Not Calculated 50 S.S. Cap 304 4 08 22* 2-33-3 S.S. manifold 304 .062 1.147 1.204 so Cast S.S. Talve CP8 .042 22* 2-85-2 Cast S.S. Talve CF8 .042 1.128 1.144 Bo S.S. manifold 304 .062 22* 2-85-1 S.S. Manifold 304 .062 0.9 54 1.001 so 5.5. Cross 304 .058 22" 2-33-4 S.S. Cross 304 .058 1.061 1.114 No S.S. sanifold 304 .062 22* 2-35-5 S.S. manifold 304 .062 sot calculated so S.S. Cap 304 .070 Y* 2-Ba-1/ S.S. Banifold 304 .062 1.148 1.205 Bo SNA S.S. Sweepolet 304 .059 ( 22-2-85-1/ S.S. sanifold 304 .062 1.113 1.168 no BHB S.S. Sweepolet 304 .059 22r 2-95-4/ S.S. manifold 304 .062 1.027 1.078 30 BHD S.S. Sweepolet 304 .059 22a 2-BM-4/ S.S. manifold 304 .062 1.0 50 1.102 50 BHE 5.S. Sweapolet 304 .059 12 " 2-854-1 S.S. Sweepolet 304 .059 0.973 1.021 No 3.5. Pipe 304 .070 12" 2-But-1 S.S. Sweepolet 304 .059 0.948 0.995 so 0 5.5. Pipe 304 .070 12* 2-Rac-1 S.S. Reducer 3 04 .058 mot Calculated so S.S. Pipe 304 .054

_ TABLE I - PBAPS UNIT 2 - PIPIWG/ WELD OkT1 ( SYSTEM: REPIREDLATION LOOP CB* Pips Wald Pipino Bald Joint SRI Valve INSI 1119. 124 Component Daterial Carbon Coatest, 5 Oriainal Revised Treated 12# 2-BED-1 S.S. Pipe 304 .059 .934 .980 Bo S.S. Elbow 304 .042 12* 2-But-1 S.S. Sweepolet 304 .059 0.983 1.032 Bo I S.S. Pipe 304 .042 12* 2-3H1-2 S.S. Pipe 304 .070 1.460 1.533 so S.S. Elbov 304 .065 j 128 2-BH B-2 S.S. Pipe 304 .07D 1.425 1.496 uo t S.S. Elbow 304 .065 I 12" 2-BHC-2 S.S. Pipe 304 .054 1.389 1.458 Bo j S.S. Elbow 304 .065 125 2-SnD-2 S.S. Pipe 3 04 . 04 2 1.321 1.347 no S.S. Elbow 304 .065 i 12* 2-955-2 S.S. Pipe 304 .042 1.395 1.464 50 S.S. Elbow 304 .065 l 12" 2-B51-3 S.S. Elbow 304 .065 1.595 1.674 Bo l S.S. Pipe 304 .047 1 i 12" 2-8E8-3 S.S. Elbov 304 .065 1.511 1.546 50 { S.S. Pipe 304 .047 12" 2-suc-3 S.S. Elbov 304 .065 1.445 1.517 Bo S.3. Pipe 304 .047 12 s 2-BED-3 S.S. Elbow 304 .065 1.451 1.523 Bo S.S. Pipe 304 .047 12e 2-BRE-3 S.S. Elbow 304 .065 1.427 1.498 Bo S.S. Pipe 304 .047 12* 2-BRA-4 S.S. Pipe 304 .047 1.678 1.761 Bo t S.S. Safe End 304 <.025 ( 128 2-BBB-4 S.S. Pipe 304 .047 1.511 1.586 so S.S. Safe End 304 <.025 ,;g 12* 2-BMC-4 S.S. Pipe 3 04 .047 1.293 1.357 Bo th l S.S. Safe End 304 <.025 1m 12* 2-BMD-4 S.S. Pipe 304 .047 1.409 1.479 Bo S.S. Safe End 304 <.025

T49LE I - P3APS UNIT 2 - PIPTNCM ELD DATA SYSTEM: RECIRCUI.ATION 1AOP 'B8 Pi *

- 10 P

31ge, No.

Pipino sold Joint SUI valve INSI Component Raterial carbon costent. 3 oriaimal Revised Treated 12" 2-BHE-4 S.S. Pipe 304 .0 4~7 1.247 1.309 50 S.S. Safe End 304 <.025 125 2-BNA-5 S.S. Safe End 304 <.025 sot calculated En Beactor sozzle ' Carbon Steel ~ 12= 2-Bus-5 S.S. Safe End 304 <.025 Not Calculated 50 Reactor uozzle carbon Steel 12" 2-BHC-5 S.S. Safe End 304 <.025 Not calculated No Beactor Mozzle Carbon Steel )' ~. 2-SHD-5 S.S. Safe End 30:e

- O E8 Reactor uozzle Carbon Steel

!l 10 2-BME-5 S.S. Safe End 304 ), teactor Bozzle Carbon Steel

- O 88

.. l k I I v . o 545 mot 2.763 Ato c.S. Pipe carbon Steel calculated 24* 10-15-11 C.S. Pipe Carbon steel 1.140 1.827 h)O S.S. Elbow 304 .056 248 10 10 S.S. Elboe 304 .056 1.072 1.125 kJO s.s. Elbov 304 .056 24" 10-1B-9 s.s. Elbow 304 .056 1.729 1.815 NO 5.S. Pipe 304 .'074 24* 10-19-8 S.S. Pipe 304 .074 1.855 1.947 $NES FWhr.) S.S. Elbow 304 .0 56 24* 10-18-7 S.S. Elbow 304 .0 56 1.114 1.173 SNES-S.S. Pipe. 304 .065 24# 10-1D-6 3.5. Pipe 304 .065 1.227 1.288 DJ O Cast S.S. Talve CPSR .07 2 t* 10-18-5 cast S.S. valve CP8M .07 1.225 1.2a6 A10 5.5. Pipe 304 .072 2ta 10-1B-4 S.S. Pipe 304 .072 1.790 1.879 A10 w S.S. Elbow 304 .056 24* 10-18-3 S.s. Elboe 304 .0 56 1.055 1.107 k)O S.S. Penetration 304 .072 l 2t" p 1B-2 s.s. Penetration 304 .012 Bot calca3ated NO Cast S.S. Talve CP8R .060 ~ O1

4 TABLE I - PBAPS UNIT 2 PIPING /UELD DATA SYStEn? RMB READ SPRAY LINE () 1 Pipe Weld Pinino Weld Joint jlle ),0,,t, Commonent Raterial Carbon Content. 1 Oriciaal Revised Treated SRI Valve IMSI C.S. Plange Carbon Steel 6* 10-RS-27E 5.5. Elbow 304 <.08 Not calculated 5o S.S. Elbow 304 <.08 i, 6* 10-BS-26E 3.3. Pipe 304 <.08 mot calculated 50 S.S. Pipe 304 <.08 6e 10-MS-254 S.S. Pipe 304 .055 I Bot Calculated so S.S. Pipe 304 .055 j 6* 10-HS-25 S.S. 3f Elbow 304 .07 Not calculated so 5.5. 3W' Elbow 304 .07 j 6* 10-MS-24 S.S. Pipe 304 .055 i mot calculated 50 S.S. Pipe 304 .055 6* 10-us-23 S.S. Elbow 304 .07 Bot calculated Bo j' S.S. Elbow 304 .07 4 6 10 g3 22 S.S. Pipe 3 04 .055 mot Calculated no j S.S. Pipe 304 .055 C* 10-53-21 S.S. Elbow 304 .07 !i Mot calculated Bo i S.S. Elbow 304 .07 i 6* 10-MS-20 S.S. Pipe 304 .055 !s sot Calculated 50 S.S. Pipe 304 .055 68 10-55-19 S.S. Plange 316 .052

j tot calculated so S.S. Plange 316
.052 i j' Go 10-MS-18 S.S. Pipe 304 .04 UEUI* ! Not calculated no S.S. Pipe 304 .04 Go 10-RS-17 S.S. Pipe 304 .04 i Not Calculated so i i l ee O 6
TABLE 1 PB&PS UNIT 2 - PIPING / WELD DATA SYSTER! RER READ SPRAY LINE Pipe Weld Pipino Weld Joint l 2151 era cannoment Raterial g;3ghgg content. 1 Orieimal Retiand Treated SRI Talve 1551 i S.S. Pipe 304 .04 6" 10 16 S.S. Elbow 304 .07 Not Calculated so S.S. Elbow 304 .07 C" 10-MS-15 S.S. Pipe 304 .05 Mot Calculated me e S.S. Pipe 304 05 6* 10-5S-14 S.S. Elbow 304 .07 i, Mot calculated so S.S. Elbow 304 .07 Ca 10-uS-13 S.S. Pipe 304 .05 not calculated so i S.S. Pipe 304 .05 l 6* 10-55-12 S.S. Talve Not calculated me s S.S. Talve C" 10-53-11 S.S. Elbow 304 .07 Not calculated me S.S. Elbow 304 .07 6" 10-ES-10 S.S. Pipe 304 .05 Not Calculated so i S.S. Pipe 304 .05 ! C* 10-53-9 C.S. Pipe Carboa Steel 2.091 En l 68 C.S. Pipe carbon Steel REV.l 10-5S-6 S.S. Elbow 304 .07 1.039 Bo i S.S. Elbow 304 .07 . i l C* 10-53-5 S.S. Pipe 304 .046 Mot calculated me .i i
6" S.5. Pipe 304 -
.046 l 10-ES-4 S.S. Penetration 304 .05 Mot calculated to i S.S. Penetration 304 .05 6o 10-MS-3 C.S. Pipe Carboa Steel 1.24? Bo 1 gg. ) l a a l 1 I i t e 9 em i I
TABLE I - PBAPS UNIT 2 PIPING / WELD DLTA SYSTEM REACTOR WATER cL5&N DP LINE Pipe Wold Pioine veld Joint 3133 Component Eaterial Carbon Content, 1 Orioimal sevised Treated SRI Talve INSI s.s. weldolet 304 .06 6* 12-0-20 s s. Pipe 316L <.025 mot Calculated 50 s.s. Pipe 316 L <.025 6* 12-0-21 C46T 5 5. Vaufg CF85 .078 mot calculated so C4ST 3.5. VALnff CFSR .078 6# 12-0-22 S.s. Pipe 316L <.025 sot calculated so S.S. Pipe 316L 68 12-0-23 <.025 CA6T 3.5. Vaufs cr8s .050 not calculated so CAST sJ. VA W CFe4 .050 6* 12-0-24 s.s. Elbow 316L <.025 Mot Calculated 50 s.s. Elbow 316L C.025 65 12-0-25 s.S. Pipe 316L <.025 mot Calculated so s.s. Pipe 316L <.025 C* 12-0-26 s.s. Elbov 316L <.025 Mot calculated so s.s. Elbow 316L <.025 C* 12-0-27 s.s. Pipe 316L <.025 mot Calculated so S.s. Pipe 316L <.025 6 12-0-28 s.s. Elbow 316L <.025 mot calculated so s.s. Elbow 3 14". <.025 6* 12-0-29 s.s. Pipe 316L <.025 mot Calculated no o w I .m O l
TABLE I - PBAPS UNIT 2 - PIPING / WELD DATA SYSTEM: REACTOB P&TER CLEAN UP LINE l s ' PiPo Weld Pinine veld Joint SRI Talve INSI ih h connonent Material Lgdtag Content, 1 Orieinal Berland Treated 5.5. Pipe 316L <.025 'Ca 12-0-30 5.s. Elbow 316L <.025 sot calculated so S.s. Elbow 316L <.025 6' 12-0-31 S.S. Pipe 316L <.025. Mot Calculated so s.s. Pipe 316L <.025 Ca 12-0-32 5.s. Elbow 316L <.025 Mot Calculated Bo i S.S. Elbow 316L <.025 6" 12-0-33 S.s. Pipe 316L <.025 not calculated 30 l S.s. Pipe 316L C.025
6" 12-0-34 S.S. Penetratica 304
.055 mot Calculated so s.s. Penetration 304 .055 la 12-0-17 5.3. Pipe 304 <.08 mot rmiculated so 5.s. Pipe 304 <.08 O" 12-0-18 cgsT g,$, ygtyg CP88 .055 mot Calculated Es g.l t
m e
l; - i l 1 i e i i i 1 ~ 4
TABLE I PBAPS UNIT 2 - PIPINGAfELD D AT SYSTEnt CORE SPBAY LINE " A9 Pipe veld Pinine Wel_d Joint SET Talve IESI h 19.a. CotDoment 1sterial Carbon Content. 1 Oric1aal Revised Treated 1 RPt Bottle Carbon Steel 10*, 14-A-27 S.S. Safe Red 304 <.025 mot Patralated me S.S. Safe Sad 304 <.02F BEV.1 i 10" 14-A-43 S.S. Pipe 316L C.02 Not Calculated Mo j S.S. Pipe 316L <.02 10* 14 -A-42 S.S. Elbow 316L <.02 Mot Calculated 50 S.S. Elbow 316L C.02-10* 14-A-41 S.S. Pipe 316L C.02 ~ Not calculated 50 S.S. Pipe 316L <.02
- 10*
14 -A-4 0 S.S. Reducer 316L <.02 sot calculated me 4 S.S. Bedecer 316L <.02 , 12" 14-A-39 S.S. Pipe 316L (.02 Mot Calcalated 50 l S.S. Pipe 316L <.02 12" 14 -A-3 8 S.S. Pipe 316L <.02 Mot calculated 50 i S.S. Pipe 316L (.02 12" 14-A-37 S.S. Pipe 316L <.02 tot Calculated No S.S. Pipe 316L <.02 i 12" 14-A-36 s.S. Slbow 316L <.02 Not calculated so S.S. Elbow 316L <.02 12* 14-A-35 S.S. Pipe 316L C.02 Not calculated Bo i. S.S. Pipe 316L <.02 12" 14-A-34 S.S. Pipe 316L C.02 not Calculated so ~ S.S. Pipe 316L <.02 j 12" 14 -A-33 S.S. Elbow 316L (.02 tot Calculated 50 ~ o I l 9 l 1 i 'om Y
~ TABLE I - PBAPS UNIT 2 PIPINGAf ELD D *= ( SYSYan; cone SymAY LIME "A" l Pipe veld pinina sold Joint i 1112. 0 SRI Valve INSI 50.4. component material carbon content, 1 oriainal a, vised Treated S.S. Elbow 316L (.02 12", 14-A-32 S.S. Pipe 316L <.02 Not Calculated Es 3.5. Pipe 316L C.02 12* 14-A-31 S.S. Elbow 316L <.02 soi. Calculated Be l S.S. Elbow 316L <.02 l 12* 14-A-30 S.S. Pipe 316L C.02 Not Calculated Be S.S. PipO 316L (.02-l 128 14-A-29 5.5. Pipe 316L <.02 Not Calculated so S.S. Pipo 316L (.02 t ? t* 14-A-28 C.S. Pipe Cathon Steel NOT CALLUU ED l KW I l C.S. Pipe Carbon Steel ) 12* 14-A-12 S.S. Pipe 304 <.08 0.849 Se S.S. Pipe 304 <.08 l 12" 14-A-11 S.S. Pipe 304 <.08 dot Calculated AIO S.S. Pipe 304 <.08 12" 14-A-10 S.S. Elbow 304 C.08 Not Calculated se ~' S.S. Elbow 304 <.08 12* 14 9 S.S. Iripe 304 < 08 mot Calculated me S.S. Pipe 7,44 <.08 l 12" 14-A-4 S.S. Elbow 304 <.08 Not Calculated Be i S.S. Elbow 304 <.08 l 12* 14-A-7 S.S. Pipe 304 <.08 Not Calculated Be i j S.S. Pipt 304 <.08 12* 14-A-6 S.S. Che ck valve Not Calculated me a 4 S.S. Che ck valve } 12* 14-A-5 S.S. Elhow 304 C.08 Not Calculated se t i A } i ~ 1 O T
TABLE I PBAPS FMIT 2 - PIPING / VELD DATA ( SYSTER: tore SPRAY LINE "A" Pipe Weld Pipino Beld Joint SEI Talve INSI 213f.
Egts, Cosmonest Reterial Carbon Content, X Original Revised Treated S.S. Elbow 304
<.08 12", 14 -A-4 S.S. Penetration 304 .07 mot Calculated so t 3.3. Penetratioe 304 .07 125 14-A-3 S.S. Pipe 304 C.08 Not Calculated so l S.S. Pipe 304 <.08 12" 14-4-2 S.S. Talve i Not Calculated so \\ j i i i i i 4 i 1 i 4 l b i i l I h O 0% O m
TABLE I - PBAPS UNIT 2 - PIPING / WELD DATA () SYSTER! CDRE SPR&Y LINE *B* PIPo sold PiDino Weld Joint SRI Talve IRSI
3138, h
consommat Raterial f.gghgg content. 1 oria4==1 ReYised Treated aPV Nozzle Carbon Steel 18* 14 2 7 S.S. Safe End 304 <.025 Bot Calculated so .l 5.5. Safe End .304 C.025 10* 14 4 1 S.S. Pipe 316L ( 02 Mot Calculated Bo S.S. Pipe 316L <.02 10" 14 4 0 S.S. ilbow 316L <.02 Mot Calculated no S.S. Elbow 316L C.02 10" 14-5-39 S.S. Pipe 316L (.02 Not Calculated 50 S.S. Pipe 316L <.02 8 Sea 14-B-34 S.S. Bedecer 316L <.02 sot Calculated to i S.S. Bedecer 316L <.02 1 12* 14 37 5.3. Pipe 316L <.02 not Calculated no i S.S. Pipe 316L <.02 i 12* 14-8-36 ' S.S. Pipe 316L <.02 Mot Calculated so S.S. Pipe 316L <.02 12" 14 -B-35 S.S. Slbow 316L <.02 Not Calculated 50 '~ S.S. Elboe 316L C.02 ?2* 14-3-34 S.S. Pipe 316L <.02 Mot Calculated Bo S.S. Pipe 316L <.02 12
14-B-33 S.S. Elbow 316L C.02 sot calculated no a:
l 5.3. Elbow 316L <.02 12* 14-3-32. 3.5. Pipe 316L <.02 sot Calculated so l J S.S. Pipe 316L <.02 12* 14 -s -3 1 S.S. Elbov 316L C.02 mot Calculated so S.S. Elbow 316L <.02 12" 14-B-30 S.S. Pipe 316L (.02 Not calculated so i N O4 M 9
e i
f r x
TABLE T PB&PS UNIT 2 - PIPING / WELD DATA SYSTEH; CORE SPRAY LINE *B" Pipe told Piping Weld Joint SRI Valve IRSI 1111 I2a connogant natorial carbon tomtent. 1 pricinm1 Revised Treated S.S. Pipe 316L (.02 12", 14 -B-29 S.S. Pipe 316L <.02 uot calculated so S.S. Pipe . 316L <.02 12* 14-B-2 8 C.S. Pipe Carben Steel Not Calculated Bo C.S. Pipe Carbon Steel 12" 14-B-11 S.S. Pipe 304 <.08 0.849 30 S.S. Fipe 304 <.08-12" B-10 S.S. Elbow 304 <.08 Not Calculated so S.S. Elbov 304 <.08 32* 14-B-9 S.S. Pipe 304 <.08 Not calculated no S.S. Pipe 304 <.08 12" 14-B-B S.S. Elbow 304 <.08 tot calculated no 1 S.S. Elbow 304 <.08 '7' 16 -B-7 S.S. Pipe 304 <.08 Not Calculated me 5.S. Pipe 304 <.08 12" 14 -B-6 S.S. Check Talve Not Calculated 5e 3.5. Check Talve 12" 14-B-5 S.S. Elbow 304 <.08 Not calculated Bo s S.S. Slbow 304 C.08 i 12* 14-B-4 S.S. Penetration 334 .07 mot Calculated me 3.5. Penetration 304 .07 j 12* 14 -B-3 S.S. Pipe 304 <.08 Not Calculated me S.S. Pipe 304 <.08 12" 14 -B-2 S.S. Talve ~ j mot calculated 30 ggg,[ i %8 <3 O j 14 I ES j o i 3 4
YABLE PDAPS UNIT 2 - PIPluG/" ELD DATA ~ SYSTrff : RECIncnLATIos Loop ogo YF WO ISI OR WDEt
1) weld IsolatableY cole I5I or Post-

2) Weld Temp. During Wors. Oper.Y YGScc weld classificetions Coeforming E
Insi sDE 19s37 31 rior mate in fama Dar. more. c wr.? Detectedt or scaconfornime/measons eks. Remarks 2-As-1 so Il so
2) 562*F conforming-carbon steel 33 45,200 gpa to Loe Carboa 304 S.S.
2-As-2 Yes Bo Boncomforwins,i-Los carboe 304 5.5. to 344 S.S. 2-AS-3 Yes WS sommaforming-304 S.s. pNW to 304 s.s. stet 2H51 NDE. 2-15-4 Yes g W$ Same as 2-AS-3 534pm A5 z.As-3 E 2-AS-5 Yes V. so Same as 2-AS-3 a 2-13-6 Yes I Bo Same as 2-As-3 2-13-7 Yes g Saos as 2-43-3 M AS 1 AS-3 j 2-15-8 Yes 50 Same as 2-AS-3 j 2-45-9 Yes i Bo Same as 2-45-3 2-AS-10 Yes so same as 2-AS-3 2-As-11 Yes Bo same as 2-As-3 j 2-AD-12 Yes me same as 2-As-3 2-AD-13 Yes Bo Same as 2-AS-3 2-AD-14 Yes so Same as 2-AS-3 2-19-15 Yes l so same as 2-As-3 2-AD-16 Yes Yes 2-AD-17 Yes , Saoe as 2-AS-3 Bo Same as 2-AS-3 l,,, 2-19-18 Yes Yes Same as 2-AS-3 l 2-AD-12/ No
1) Yes

2) 562*F Same as 2-AS-3 Deldolet CPA l

3) 0 gpo to Pipe Weld i
seezaainable 2-BPA-Y/ so
1) Yes N
l A
2) 562*r comforming: 304 SJ. ~
~ j
3) 0 gpe settered with Loe Carboa l.
S.S. Prior to Seat Sink g solding rp M S.5. t'o c l 1
TABLE-Il - PBA PS UNIT 2 - PIPING /* ELD D ATE SYSTENT RECIRCULATION LOOP "A* IF NO YSI OR EDE!
1) Weld Isolatable?
Cold ISI or Post-
2) Weld Temp. Deriaq pots. Oper.7 ICSCC told Classificati>a: Comforming 50.
INSI WDR 19837 31 Flow Rate in Line Dur. Bora. Oper.? Detected? or Noacomfornias/*--maas Whr. Remarks 2-AD-15/ so 13 so BPA 23 562*F same as 2-As-3 same as
3) 0 gpe 2-AD-12/ SPA 2-CPA-10/
50
1) to j

2) 562*F Same as 2-3PA-1-1 A

3) 0 gpa 2-AS-3 Yes i
so same as 2-15-3 2-An-2 Yes no Same as 2-As-3 2-A R-1 Yes so same as 2-15-3 2-AR-4 Yes se same as 2-As-3 2-45-5 Yes e Yes Same as 2-15-3 2-15-1/ Yes no conforming-sold ARE ?% Solution Annealed 2-14-1/ f+s ARJ so Conforming-Weld 4 solution Annealed 2-AD-4/ Yes i AMG Yes Conforming-Weld solution Annealed 2-AS-4/ Yes j A;F No Comforslag-Weld f. Solution Amasalue 1 2-ARK-1 Yes No Same as 2-AS-3 2-AEJ-1 Yes so Same as 2-AS-3 2-135-1 Yes ~ Bo Same as 2-15-3 2-AIG-1 Yes so same as 2-AS-3 2-AEF-1 Yes so same as 2-A5-3 2-ACE-2 Yes no same as 2-AS-3 f 2-ARJ-2 Yes so Same as 2-AS-3 L 2-ACE-2 Yes ,) Yes Some as 2-AS-3 [ 2-ANG-2 Yes g go Same as 2-AS-3 N 2-ACF-2 Yes 30 Same as 2-15-3 l +0 l l
TABLE-II - PSR?S rNIT 2 - PIPING /" ELD DATA SYSTEst RErf acDLATIc5 LOOP "A" IF NO ISI OR WDE:
1) Weld Isolatable?
W314 ISI or Post-
2) Weld Yemp. During more. Oper.7 IGSCC h
INSI NDE 19837 31 Plow Bate in time Dar. Barn. Oner.7 Detected ? or Nameanfarmina/Reamcas thv. M Weld clamelfications conforniaq 2-AIK-3 Yes so same as 2-As-3 2-ARJ-3 Yes Yes Same as 2-AS-3 2-AEN-3 Yes so same as 2-AS-3 2-ARG-3 Yes Bo Same as 2-AS-3 2-ANF-3 Yes No Same as 2-AS-3 2-A E K-4 Yes ~ 1 po same am 2-AS-2 2-10J-4 Yes No Same as 2-45-2 ~ 2-155-4 Yes f so same as 2-As-2 ) 2-156-4 Yes i No Same as 2-AS-2 I 2-4EF-4 Yes Bo Same as 2-AS-2 l 2-ABK-5 No Il so same as 2-45-1 l
2) 562*F j

3) 4520 gym 2-45J-5 so Same as 2-Ant-5 same as 2-43-1 2-153-5 No Same as 2-AEK-5 same as 2-43-1 2-AR2-5 No same as 2-ARK-5 snee as 2-As-1 2-AEF-5 so Same as 2-ANK-5 Same as 2-43-1 t
t l l 1 l 1 i l ~ pa 1 te O 7) i
1 A BLk. PBAPS UNIT 2 - PIPING /* ELD DATA SYSTEn: RECIRCWLATION LM* #B" ~ IF WO ISI OR WDEt
1) Weld IsolatableY Cold Is1 or Post-

2) Weld Toep. During more. Oper.Y IGsCC sold Classifications conforming z
h, 185I BDE 19837 31 Flow Bate in Lima Dar. Born. C x.Y Detected? or Beacomfornime/Beasons Whv. Remarks 2-53-1 No
1) No i*

2) 562*F Comforelag-Carbon Steel 33 45,200 gpe to Low carboa 304 s.s.
f-2-BS-2 Yes Bo poeconforming-Low Carbon j 304 s.s. to 304 s.5. i-2-33-3 Yes Yes Noaconforming-304 S.5. tn 304 5.5. 2-05-4 Yes 1 ^ so same as 2-35-3 { 2-25-5 Yes so same as 2-es-3 2-BS-6 Yes t Same as 2-53-3 M5CE-N MW E ^ 2-RS-7 Yes FesT INSI NDE. V. so Saee as 2-55-3 I i 2-05-8 Yes so same as 2-B5-3 2-55-9 Yes i so same as 2-B5-3 j 2-35-10 Yes Po Same as 2-as-3 r.- 2-BD-11 Yes Bo Saes as 2-85-3 j 2-BD-12 Yes so same as 2-35-3 2-BD-13 Yes to same as 2-85-3 2-90-14 Yes av. g Same as 2-55-3 M AIS 2~IS Y l l 2-BD-15 Yes so Saeet as 2-95-3 2-50-16 Yes so ' ses e as 2-55-3 2-ED-17 Yes ) Bo same 6: 2-85-3 2-BD-11/ Bo
1) Yes BPS

2) 562*F Same as 2-35-3 Weldolet to

3) 0 gpa Pipe Weld snesaminable 2-EPD-1/
30
1) Yes A
23 562*F Conforming: 304 3.3.
3) 0 gpe Bettered with Low Carboa
( 5.5. Prior to Eeat Sink t Welding TD 30$ S,$, W. 2-B0-14/ so 13 no I $ same as 2-as-3 same as ,g O
TABLE PBAPS U717 2 - PIPING /dELD DATA SYSTEnr ErrfarnLa?Ios Loor "B" IF WO Isf OE EDET
1) weld Isolatable?
Ccid Is1 or Best-
2) Weld Yeep. During Bora. Oper.7 IGscc
~ h IHI MBE 1933? 31 Plow mate la f_ime Dar. Bora. C r.? Detected? ar Beaceaformina/stan=ans sky. M sold classifications conforming BFB d
2) 562 *F

3) 0 gpa 2-ED-11/BPB 2-fPB-10/
Bo
1) so 2)'562*F snee au 2-BPB-1-A

3) 0 gpu 2-as-3 Yes 30 Same as 2-35-3 2-5R-2 Yes No 2-En-1 Yes same as 2-55-3 Bo Same as 2-55-3 2-B5-4 Yes Yes same as 2-55-3 2-35-5 Yes No Same as 2-35'-3 2-85-1/
Yes De coatoreing-Weld ^ BRA Solution Annealed 2-Bn-1/ Yes 983 Bo comforming-seld solution s.naealed 2-85-4/ Yes BRD Yes conforming-Weld Solution Aanealed 2-Bn-4/ Yes EBE Bo conferelag-weld solution naaealed 2-EBA-1 Yes Bo Same as 2-B5-3 2-BBB-1 Yes Bo same as 2-Bs-3 2-BMC-1 Yes Bo *. Same as 2-35-3 2-32D-1 Yes Bo ' Same as 2-BS-3 2-323-1 Yes 30 Same as 2-35-3 2-BDA-2 Yes Bo same as 2-35-3 2-333-2 Yes Yes Same as 2-35-3 I 2-BBC-2 Yes I Bo Same as 2-33-3 2-BBD-2 Yes I Bo same as 2-35-3 N 2-385-2 Yes g i Yes same as 2-BS-3 O r I l
) ) TABli r?APS UNIT 2 - PIPING /hE ATA ~ SYSTEM: RECIRCULATION LOOP "B" IF WO IST OR WDE-
1) Weld Isolatable?
Weld ISI or Post-
2) Weld Temp. During Nora. Oper.?
IGScc weld Classification: Conforming ~ No. I,HSI NDE 1983? 31 Flow Rate in Line Dur. Noro. Oper.? Detected? or Nonconforcing/ Reasons WhI4 Remarks 2-BHA-3 Yes No Same es 2-BS-3 2-BHB-3 Yes Yes Same as 2-BS-3 2-EHC-3 Yes Yes Same as 2-BS-3 2-BR D-3 Yes No Same as 2-BS-3 2-BHE-3 Yes No Sase as 2-BS-3 2-BHA-4 Yes No Same as 2-BS-2 2-BHB-4 Yes No Same as 2-BS-2 2-BHC-4 Yes No Same as 2-B,S-2 2-BRD-4 Yes No same as 2-BS-2 2-BRE-4 Yes No Same as 2-85-2 2-BRA-5 No
1) No Same as 2-BS-1

2) 562cr

3) 4520 gpa 2-BHB-5 No Same as 2-BHA-5 Saoe as 2-BS-1 2-BHC-5 No Same as 2-BRA-5 Same as 2-BS-1 2-ZHD-5 No Same as 2-BHA-5 Same as 2-BS-1 2-BHE-5 Wo Same as 2-BBA-5 SAme as 2-BS-1 m
O g% i - It i es C i
/1 g 8 g 9 N "
F.
4 Oo te e 9 " M *Z g o o e 9 o l 3 t b 4 O M.Nc: da D4 T tlm s eal V k lWe r o s a des INN 9 g l pe M e eim R sPe C 2 gn i.ev rh oW f on m Ca = s. s-n- s o-an i/ 4 e ta 0
e an 3
ft t s ci 1 1 1 1 1 1 1 1 1 1 1 1 l a im g iWc fr n 0 0 0 0 0 0 0 0 0 0 0 0 f io
i. -
$ b sf ms 0 0 0 0 0 0 0 0 0 0 0 0 I lO". sm r. 1 1 1 1 1 1 1 1 1 1 1 1 ao os f lc f s s s s s s s s s s s s A S. l Cn n4 a a a a a a a a a a a a D o o0 C S L dB c3 e e e e e e e e e e e e 8M9E l n m m m m m m m m m m e m B er eo a a a A a a a a a a n a p 05 q Wo st s s s s s s s s s s s s S33 ? de t Cc Ce o gYs s s s e o s o o o St s e e e e s s e N s s Ge Y Y Y Y A E ID T R A 1 D ?. D L r E l e E i m / C Y. O G E N 5 r. I ea P G pr I N Oo P I .M L O a. O rr 2 C oa WD T W "s I ge N ?nn U u eii r
l rL S
u Ebu P h D aDn A S W ta.i SP E Rlpe E O omt R sea M I ITB p F 1 S
(
F 0a 1 Iddw 0p 20 R llo o60 E E O eel s2 g e L T WWWF s53 B S Y40 ~ A Y F ))1 ))) T S I123 123 1)) 123 7 3 - 8 t9 s1 o PED rB s o s s s s s s s s s s s o o e N e e e e e e e e e e e p I Y Y I Y Y Y Y Y Y Y Y Y 1S sN II / 0 1 2 5 6 7 1 10 2 3 4 5 6 7 1 1 1 1 1 1 d 0 02 0 0 0 0 0 0 0 0 0 0 0 0 l. 1 eo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WB 1 1 1 1 1 7 1 1 1 1 1 1 1 1
TABLE-Il - PBA PS UNIT 2 - PIPING /" ELD D ATA SYiizh; RER SHviwum COOLING RETUR NE *A* IF WO ISI OR WDE
1) Weld Isolatable?
Cele ISI or Post-
2) sold Temp. During mora. Oper.?
IGsec Weld classification: Comforming h irs 1 NDE 19837 31 Flow Rate in Line Dur. Born. Ooer.? Detected? or Noaconfornias/ Reasons Whv. Besarks 10-11-14 Yes so scaconforming-304 S.S. to carbon Steel 10-11-11 Yes so Boscomforslag-Carbon Steel to 304 5.5. 10-1A-10 Yes I so soncomforming-304 s.s. I to 304 S.S. 10-11-9 Yes No same as 10-11-10 10-1A-4 Yes po Same as 10-11-10 10-1A-7 Yes a No same as 10-IA-10 10-1A-6 Yes so same as 10-IA-10 1*J-1A-5 Yes so same as 10-IA-10 10-1A-4 Yes h-so Saoe as 10-11-10 10-1A-3 Yes so Same as 10-IA-10 10-1A-2 3o
1) No 21 4 200*F same as 10-In-10 evalve to

3) 0 gpa Penetration sold WeezaainaNe,
NOT suScarTlatfs TD 745CC.: T <2co*F. D f
i 1 I l I o l T i o e
TADLE 1T PBAF5 uu17 2 - r1Fam* M = 0aTa SYsizer nam SEsim,wm c00LIBG Bi1 mINE *B" 2 IF BO ISI OR BDE:
1) Bald Isolatable?
Weld Is1 or Post-
2) Weld Temp. During Dora. Oper.?
IGSCC Weld Classifications Conforming Ega. IMSI BDE 19837 31 Plow Bate in fine Dar. Born. Oper.? DetegigH or Beaconfornimm/Reasoam thy. M 10-15-14 Yes so hconforming-304 s.s. to - Carboe Steel REV 1 10-1t=-11 Tes so B&miconforslag-cathos steel to 304 5.5. 10-18-10 Tes so Beacomforming-304 S.S. to 304 5.S. 10-15-9 res so same as 10-I3-10 10-13-0 Yes su Same as 10-In-10 13-19-7 Tes se same as 10-13-10 f 13-13-4 Yes so Same as 10-13-10 10-13-5 Tes so same as 10-I3-10 10-1a-4 Yes Yes same as 10-15-10 13-15-3 Yes Yes same as 10-13-10 10-In-2 so
1) so Same as 10-13-10
. valve to e
2) 4 200*F Penetration Weld

3) 0 gym Wae=== i ma ble t'
e NOT SOSCEMBER "A 2IDM ) T <, a m o *f'. 6 KOf. ] ?- .k : O O s x
Tamm 2I Phaec DWn PM8Mihm Data s sfSTEN: aNa NEAD SPBAY LINE IF 30 151 OR WDE:
1) sold Isolatable?
wala IsI or Post-
2) Weld Temp. During sors. Oper.?
IGsCC Weld Classification: Comforming h 1551 Ena 19837 31 Flow mate in Line Der. sora. Omer.? Detected? or Noaconfereine/ seasons Whv. Benarks 3 10-RS-27a so
1) No 21dL 562*F Wooconforming-Carbon steel, to 304 s.s.

3) 0 gpa 10-Es-263 so

1) 30

2) < 562*F Boncomforslag-304 5.s. to to 304 s.s.

3) 0 gpa 10-Hs-251 no same as 10-as-263 same as 10-RS-26a 10-55-25 no same as 10-as-26a
~ same as 20-as-263 10-as-24 no see as 10-as-26a snee as 10-as-26a 10-us-23 no % g,_pgg same as 10-as-26a 10-as-22 no sqMet As so-M-ag same as 10-as-26a 10-as-21 no saaet 4 2-g-gg see. as 10-as-26a 10-as-20 no aeo same as 10-as-26a assr Suscammalu (200*F o erM 2rg5CC.: Y<ano*p 13-Es-19 No same as 10 30 i Boscomforalag-304 s.s. to same as 316 s.5. 10-55-26 10-55-18 50 same as 10-Es-20 same as 1055-19 same as 10-us-20 I 10-53-17 Wo same as 10-55-24 i same as 10-as-26a same as 10-as-20 10-53-16 No same as 10-NS-3p 1 same as 10-Es-263 same as t 10-us-20 1 10-55-15 no same as 10-53-20 same as 10-53-263 same as i 10-as-20 10-Es-14 No same as 10-55-20 same as 10-as-26a same as 10-Es-2 0 10-55-13 No same as 10-us-20 same as 10-s5-263 same as 10-MS-20 6h .m O' l
TAanc 2E MFS NT 2 -- FIFAW/a ** = =**A ). SYSTENT REP MEAD SPR&Y LIuE 3 Ir to IsI on WDE:
1) Weld Isolatable?
Cold Is1 or Post-
2) Weld Temp. During sore. Oper.7 Isscc sold classification: Comforslag Ega_
IMSI EDE 19837 31 Flos Rate la Line Dur. sors. Doerd Detected 7 or someonfor=ime/ --=== skv-Bemerks 10-N3-12 No same as 10-55-20 M M J0-M-* M same as 10-5s-11 No same as 10-55-20 Jhate 45 m-HS-262 seee as 10-as-20 10-us-10 No same as 10-as-20 31490E & 10-NS-26& same as 10-ns-20 10-R5-9 No Same as 10-as-20 U*I soncomforming-304 s.s. same as to carbon steel 10-us-20 10-Es-6 No
1) Yes

2) 4 200*F same as 10-55-9 same as

3) 0gp 10-Es-20 10-55-5 so same as 10-53-6 g g gg.g. 34g same as 10-as-20 10-53-4 po same as 10-55-4
$4mg g go.pg3.gg same as 10-as-20 10-ES-3 No same as 10-55-6 Woncomforming-304 5.5. Same as to Carbon steel 10-55-20 t I h 1 0 1 } l j i
TABLE-TI - PAADS UNIT 2 - FIPillG/" ELD DATA 5f57E52 REACTON WATER CLEAN UP LINE IF WO ISI OR WDE:
1) Weld Isolatable?
Cold ISI or Post-
2) Weld Temp. Darlag more. Oper.?
IGstc sold Classification Conforming No. INSI WDE 19837 31 Flow Rate in Line Dar. Bora. Cws.? Detected? or Noacomformina/measons Whv. EmmaEls 12-G-20 No
1) No

2) 551*F
% ~304 3.s. Ref. I
3) 300 gpe to 316L 3.s.- hEikT 51482.,
N 12-0-21 No same as 12-0-20 Comforming-Cast SJ. Talve to 316L 3.s. 12-C-22 No same as 12-0-20 same as 12-0-21 12-0-23 No same as 12-0-20 n same as 12-0-21 12-0-24 Wo
1) Yes s
Same as 12-0-21 . 2) SG3,*F M.\\
3) 300 %
^ 12-0-25 no same as 12-0-24 Conforming-316L SJ. to 316L 3.5. .s 12-0-26 Wo see a as 12-0-24 same as 12-0-25 12-0-27 30 same as 12-0-24 same as 12-0-25 12-0-28 No same as 12-0-24 same as 12-0-25 12-0-29 No same as 12-0-2= same as 12-0-25 ~ 12-0-30 50 same as 12-0-24 snee as 12-0-25 12-0-31 No same as 12-0-24 same as' 12-0-25 12-0-32 so same as 12-0-24 same as 12-0-25 12-0-33 No same as 12-0-24 ~ l l 12-0-34 Tes -.same as 12-0-25 ~ l so Nemeseg-316L 3.s. to 304 S.3. 12-0-17 res REV.I i so seescasastautah84-30454 j 12-0-18 Yes lib 309 s.K. so l same as 12-0-tT l f id oT e O
TABLS-TT - l'FAPS UNIT 2 - PIPING /*ELILD AT& SYSTEft ? CORE SPBAY I.YME *A" w IF WO ISI OR EDE:
1) Weld Isolatable?
Cold ISI or Post-
2) Weld Temp. During sera. Oper.?
IGSCC Wela classification: Comforming ^ 12.r 1551 BSE 19837 31 Flow Rate la 1.ine Dar. Borm. Cser.7 Detected? or someonformine/ me= Whv. Remarks 14-A-27 No
1) so

2) < 562*r Conforming: Carboa steel to' 33 0 gpa Low Carboa 304 s.s.
14-4-43 No Same as 14-A-27 Conforslag Los Carboa 304 S.S. to 316L 3.5. 14-A-42 No Same as 14-1-27 Conforming: 316L s.S. to 316L 5.5. 13-1-41 No Same as 14-A-27 Same as 14-A-42 14-4-40 No Same as 14-1-27 Saee as 14-A-42 10-A-39 30 Sees as 14-1-27 Same as 14-A'-42 14-4-38 to Same as 14-1-27 Same as 14-A-42 14-A-37 30 Same as 14-A-27 Same as 14-A-42 14-1-36 30 Same as 14-A-27 Saoe as 14-A-42 14-4-35 No same as 14-1-27 Same as 14-A-42 14-A-34 No Same as 14-1-27 Same as 14-A-42 13-4-33 to y y g.4 2'T Same as 14-4-42 h 13-A-32 no sWet 4 it-4-77 Same as 14-1-42 14-1-31 No sqng g g$.4 27 Same as 14-A-42 [p.p gg 14-1-30 No Saos as 14-A-42 m 10-1-29 No as 14-A-30 Same as 14-A-42 14-4-28 to Same as 14-A-30 Comforming: 3164.s.S. to Carbon Steel 14-A-12 no Same as 14-A-30 soncomforming: Carboa mot ~ Steel to 304 s.s. Sasceptible y to IGSCC: 4 T 4 200*F 14-A-11 to Same as 14-A-30 e sosconferning: 304 S.S., not 7% to 304 3.5. Susceptible p O
TABLf;-TT - PBAPS UNIT 2 - PIPING r ELD DATA sTSTEft: CORE SPRAY LTWE "A" IF NO ISI OR WDE:
1) Weld Isolatable?
usle IsI or Post-
2) Weld Temp. During Wora. Oper.7 IGSCC Wold Classification: Conforniaq h
IMSI uDE 19837 31 riov mate in 14 =, nur. Born. oner.7 Detected? or sonenaformina/meamans whv. Besaris to IGSCC T 4 200*F 14-1-10 No same as 14-1-3e u_ a _: Q, w gg, sot g, gog susceptible to ICSCC T 4 200*F 13-A-9 No same as 14-1-30 Nonconforming: 304 s.S. Not to 304 s.5. susceptible to IGSCC: T 4 200*F 13-A-S so same as 14-1-30 soaconforming: 304 s.s. Not to 304 s.s. saeceptible to IGSCC: T 4 200*F 13-A-7 so same as 14-1-30 mosconforming: 304 s.s. not to 304 s s. susceptible g.) to IGSCC: T 4: 200*F 14-A-6 30 saae as 14-1-30 poaconforslag: 304 s.s. Not to 304 s.s. susceptible to IGSCC: T 4.200*F 13-A-5 no same as 14-1-30 soaconforming: 304 s.s. set to 304 s.s. smoceptible .to IGSCC: T 4, 200*F 14-1-4 30 same as 14-1-30 seaconforming: 304 s.s. set , to 304 s.s. susceptible to IGSCC: T < 200*F 10-1-3 No same as 14-A-30 seaconforming: 304 s.s. set to 104 s.s. senceptible to IGSCC: T 4 200*F 13-4-2 30 same as 14-A-30 poaconforming: 304 s.s. set to 304 s.s. sasceptible to ICSCC: T g 200*F e1 eo
TABLE-TT - PDAPS UNIT 2 - PIPING /* ELD DATA SYSTER: CORE SP5&Y LINE *B" IF NO ISI OR WDE!
1) Weld Isolatable?
Dold ISI or Post-
2) Weld Temp. During Wora. Oper.?
IGSCC Weld Classification: Comforming h IRSI WDR 19837 31 Flow Rate in Line Dur. Wors. Oper.? Detected? or Boncomforalme/Beasons Whv. Remarks 13-827 No
1) 30 Comforming-Carboa steel

2) 4 562*F to Low Carboa 304 S.S.

3) _0 Spa 10-B-41 No Same as 19-B-17 Conforming: Low Carbon 304 s.S. to 316L s.5.
14-B-40 No same as 14-B-27 Comforslag 316L s.s. to 316L s.s. 13-3-39 No same as 14-B-27 same as 14-B-40 13-B-38 30 same as 14-B-27 same as 14-3-40 13-B-37 so saae as 14-3-27 same as 14-B-40 10-B-36 No same as 14-3-27 same as 14-B-40 14-B-35 3o same'as 14-B-27 Some as 14-B-40 13-3-34 No same as 14-3-27 same as 14-5-40 14-B-33 No same as 14-3-27 same as 14-B-40 14-B-32 30 Same as 14-B-27 same as 14-3-40 13-3-31 3o' same as 14-B-27 same as 14-B-40 14-3-30 so
1) So same as 14-3-40

2) < 200*F 33 0 gpa 14-0-29 so same as 14-3-30 same as 14-B-40 14-3-25
-No same as 14-3-30 ' Conforeing-316L 5.3. to Carboa steel 10-B-11 No SAME AS St-3 50 Boscomforming: Carbon steel " Bot to 304 s.S. Sasceptible to IGSCC: T 4 200*F g,g 13-B-10 30 sg AS 4-6-30 seacomfors q : 304 s.s. to same as 304 S.S. 14-B-11 14-B-9 No Saeet 45 W-8-30
E same as 14-3-10 same as 14-D-11 1
es O g
TABLE-If - PDAPS UNIT 2 - PIPING /" ELD _ DATA SYSTEft : CORE SPR&Y LINE "8' IF 30 ISI OR WDE:
1) meld Isolatable?
Colt ISI or Post-
2) Weld Temp. Doriaq pore. Oper.?
ICSCC Sold Classification: Comforming No. INSI WDR 19837 31 Flow Rate in Line Dur. Bora. Oper.? Detected? or Woscomforaime/ Reasons Whv. Reserks ta-s-s no 3,q, 43,4,3 3, saea as is-s-10 saee as _ _i in-s-1 no Samw as 4+-D-30 snee as 14-s-10 same as 14-B-11 13-B-4 No 34848 AS N* O* 3 0 Sees as 14-B-10 same as 14-B-11 14-3-5 No 5AME As t+- B-30 same as 14-8-10 same as 14-B-11 13-5-4 No se g As 34-8-30 same as 14-B-10 same as 14-3-11 13-9-3 so $nggg AS 34 - S* 30 same as 14-B-10 same as 14-5-11 13-B-2 so 44p6E A5 et-6-30 same as 14-s-10 same as 14-3-11 9 7 e I r o "It D o
TABLE-III - P3195 BRIT 2 - PIPING /vrta BATA sisiEir RECInssa.1 TION Weld hv: A.W.Rellogg (t) t 9 0014 sechtel Power (8) If solution &amealed: Shop or PEco. (P) Weld Solution
2) Bolding Time Weld

1) Aenealing Toep.
i h Field Wale? caem1 wtic aci Baterial 2-As-1 Aanealed? 31 cool k mats 3 chicago Bridge and Irom to 1 2-AS-2 F 3 aoot: ER308 No Fillout E308 2-AS-3 5 } K Root: ER308 50 Filloat: E308 2-AS-4 F ~ 3 toot: ER308 No Fillout: E308 2-AS-5 F 3 Boot: E2308 uo Filloat: E304 2-AS-6 3 K noot: Ea30s No Filloat: E308 r, 2-As-7 ggg, g 3 g noot: Ea 30s so Fillout: E304 I; 2-AS-4 y a soot: Ba30s so Fillost: E300 2-12-9 F 3 Boot: RE308 so Fillout E304 2-AS-10 s E noot: 2330s no Fillout: E30s 2-AS-11 F 3 Boot: Et30s Bo 2-AS-12 Filloat: 330s F 3 3 Root 23308 So Filloat: E308 2-AD-13 F B Boots ER308 to Filleet: 3300 2-G -14 F 3 Root: ER300 50 Fillout: E308 2-AD-15 s E 3004: EA308 50 F111out: E308 2-13-16 3 g noot: Ea30s so Fillout: E30s gy,3 4 M l -e--
TABLE-Irr - PBAPS DWIT 2 - PIPING /MEID DATA SYSTEst RECIRCULATION IDO 3 weld by: a.u.Kellogg (K) 0c14 Bechtel Poeer (S) If solution ana.mi a Wald
1) Annealing Temp.
Shop or PEco. (P) Weld Solution
2) Solding Time E*.a._
Field Weld? Catalytic fel Eaterial Amamalad? 31 raalina mate 2-13-17 F B Root: Ea308 No Filloat E30S 2-AD-14 3 K Root En308 so SEW. I Fillout: E308 2-AD-12/ 5 K Root: Ea 308 No SPA - Fillant: E308 2-BPA-I-A P C No 2-A3-15/ s E aoot Ea308 so BFA Filloat E308 2-SFA-10-1 F C 50 '2-13-3 F 3 Root Ea304 30 Fillout: E308 2-18-2 F 3 Root: Ra308 so Filloat: E308 2-10-1 F B toot: Ea308 so 4 Fillosta E308 2-AS-4 S K Root: Ea308 no Fillout E304 N* ! 2-1 -5 g noot: Ea308 so F111oot: E308 2-A:-1/ 3 K ~ noot ER308 - Yes AOK Fillout 2304 ~ SEE ATimotp9eff'Z, 2-12-1/ 3 E Root: Ea308 Yes SMi NL AEJ Filloat: E308 2-AE-4/ 3 K Root: Ea308 Yes M 6f AEG Filloat E308 2-AO-4/ 3 E Root: Ea308 Yes W NI I AEF F Fillosta E304 2-ASE-1 F 3 noot: Ea308 no s Fil2 cat: E308 e O i l S-
TABLE-III - PSAPS UNIT 2 - PIPING /UFfB DATA SYsisn REcItenLATION 140_." a Weld by: 8.u.Rellogg (E) If solution Annemind Bechtel Power (3) Weld
1) Aeneallag Temp.
WCl4 Shop or PEco. (P) Weld Solution
2) Bolding Time h
Field Weld? Catalvtic tc) Baterial Amamalad? 31 raalina Rate 2-ARJ-1 F B Boot: ER308 30 Fillout: E304 2-153-1 F S Boot: EE308 30 Fillout E300 2-A*'3-1 F B Root: ER308 No Fillout: E308 2-ABF-1 F S Roott ER308 30 Fillout: E308 1 2-AEE-2 K Root: ER305 No Filloat: E308 2-ARJ-2 Root: ER308 so Fillost: E308 2-153-2 noot: 2R308 no EEW I Filloat E304, 2-ADO-2 K Boot: ER308 50 Filloat: E308 l 2-AEP-2 K soot: ER308 No Fillout: E304 4 2-ABE-3 S E toot: ER308 Ee F111out: E308 2-AuJ-3 5 E Root: BR308 No i Filloat E308 I 2-AE3-3 5 E Boot: ER308 30 t 1 Filloat: E304 2-15e-3 s E Root: ER 308 no l i F111out: E30s 2-ABF-3 S E Root: ER304 Bo i Filloat E308 2-AEE-4 F 3 Root 2R308 No 'l Fillout: E308 W i 2-AEJ-4 F B Root: EE308 Bo W l O Filloat: E308 4 I e 4-
TABLE-III - PBAPS FWIT 2 - PIPING /* ELD DATA SYSTER: )ECIntuLAT105 l Wald by: R.W.Eellogg (K) If Solution AnnealmA; Bechtel :Pooer (a) bold II Annealing Teep. Gold Shop or PEco. (P) Weld solution
2) Nolding Time Ega,_
Field Weld? Catmiv+ie tct Baterial &amealed? 31 Cooline mate 2 2-155-4 F 3 aoot Ea308 No s Fillout: E308 2-ABG-4 F 3 Root: E3308 50 Fillout: 2308 2-ANF-4 F 3 Root: ER308 to i Fillout E308 2-ABE-5 s Chicago Bridge so and Irom 2-A5J-5 s chicago Bridge 50 and Iroa 2-135-5 s chicago Bridge 50
and Iroa 2-AuG-5 5
Chicago Bridge so and Iroa I j 2-AEF-5 s chicago Bridge so and Iroa ie i dI a b 1-I 1 (. I h. 4 1 -O 1 I t o + i
.Aea _l AuLE-Ill - PBAPS UNIT 2 - PIPING / WELD DATA sisixn2 neeracntaTrog TE- .a sold by: n w.sellogg (t) If Salm+iam n==-=1=d: Bechtel Fooer (B) Weld
1) Aeneallag Temp.
2014 shop or PEco. (P) Weld solation
2) Bolding Time E2a,
Field Wald? Catalvtle tc) gatsrial Anaealed? 31 Coolism Bate 2-35-1 5 Chicago Bridge No and 2 rom 2-25-2 F 3 Boot: E3308 50 F111out: E308 2-95-3 3 I same as 2-95-2 No 2-35-4 F B same as 2-35-2 No 2-02-5 F 3 same as 2-35-2 wo 2-33-6 3 I t same as 2-35-2 Do 1 2-95-7 F B same as 2-55-2 No 2-3s-8 F 3 same as 2-35-2 Bo 2-85-9 3 I same as 2-35-2 to 2-55-10 F 3 same as 2-3s-2 30 l 2-BF 11 F B same as 2-35-2 No 2-BD-12 F 3 same as 2-35-2 No l 2-BD-13 F 3 Same as 2-as-2 Bo 2-3D-14 5 x tama.as 2-55-2 ~ Bo 2-BD-15 S g same as 2-3s-2 Wo gy, y 2-33-16 F 3 same as 2-55-2 2-3D-17 so g same as 2-35-2 30 REV.) 2-BD-11/ 5 I same as 2+BS-2 50 EFS 2-BFD-1-A F C i ' 2-BD-14/ 5 I same as 2-35-2 Bo CP3 l 4 2-3PD-10-A F C 2-98-3 F 3 same as 2-35-2 Bo O% P o
>t" ( 1 I Mot o% eo I VE I. R VER d Y k e l p M-3 - eeee f = Tmt f a ia e gTB t n n p o i ge i lnn 0 t aii 3 u edl 11 l nlo MM MS o noo A s ANC f 3)1 I123 ? nd oe il 'o o o o s s s s o e o o 0 o o o o o 0 o o ta s s n n e e e e N E N t 3 n s N t W 3 B t duo Y Y Y Y llm ooa BSk AT A 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 D 5 3 S S 3 5 S 5 3 5 5 S 5 5 3 5 S S 9 5 5 D 3 3 B B 3 3 B 8 8 8 3 B 8 8 3 5 B B 9 3 3 L E 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M l / a s s s s s s s s s s s s s s s s s s s s s G i a a a a a a a a a a a a a a a a a a a a a N r I E de e e e e e e e e e e e e e e s e e e e e e F 1 lt m o m m m m m o m m m m m o e m o o m m m I oa o a a a a a a a a a a a a a a a a a a a a P N WB S S S S S S S S S S S S S S S S S S S S S O IT 2 1 1 T n I r N a U fe S t )))1 P a tBPC A (((E B P r r a e z gw i go 1 5 oP c 1 1
l i
1 5 yll t B B KK E E E E B B B B B K%K%K b ee.l y E t K E E
m. h o a L
d o l cCt
v. e E a A
e T WaBPC ~ ? d le rW o F F 5S 3 3 3 3 F F F F F $$$$S 3 S 3 pu. o hi SF / / / / 1 1 1 1 1 2 2 2 2 2 3 3 3 2 1 4 5 1 1 4 4 4 5 C D 5 4 3 C D 3 A 3 C e 5 5 8 5 MA 58 5D BE 5 8 S l - 8 3 8 B BE 88 3N BN B 3 B M35 8 5 9 E 5 5 5 O oo - B 3 B R 3 3 3 B 3 3 5 B sB 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 l):
i 1
\\lj!1] j; Il fl',l',i I',fl}l}lll1ltfI l
- ~ ~ ~~~ ~ ~ + TAmLE-111 - PBAPS UNIT 2 - PIPINGPELD BATA Sfsrint LElECOLATION L _ _ m* seid by n.w.Kellogg (K) If Solation &amealed: Bechtel Power (8) Weld
1) Annealing Temp.
Cold Shop or PECo. (P) Weld Solation
2) Bolding Time h
Field Weld? Catalytic fc1 Baterial &ameeled? 31 cont h mate 2-SED-3 5 E Same as 2-BS-2 No 2-952-3 S E Same as 2-85-2 No 2-954-4 F B Same as 2-85-2 Bo 2-BRS-4 F 3 Same as 2-85-2 No 2-BBC-4 F 5 - Same as 2-B5-2 50 2-BH3-4 F S Same as 2-85-2 50 2-352-4 F 3 Same as 2-55-2 no 2-354-5 5 Chicago Bridge so and Iron J 2-3s3-5 S Ch'icago Bridge 50 and Irom 2-BEC-5 S Chicago Bridge No and Iron 2-BED-5 S Chicago Bridge so and Irom 2-EEE-5 S Chicago Bridge 50 and Iroa A e 9 e i e i + I Un I o 1 Vo i
TABLR-III - PBAPS ONIT 2 - PIFING/NELD DATA I O 2'"- O i yeld by: i n.N.sellogg (K) If solutina Annealads i Bechtel Power (B) Weld
1) Aamealing Temp.
l cold shop or FEco. (F) Weld Solution
2) Molding Time l
19.a_ Zield Weld? catalvtic fc1 Baterial &asealed? 31 Cooline Rate 10-0 -1 gtggAJ) g Boot: E3308 No Filloat: 3308 gy. ) 1 *.-0-1/ Shop E 12-0 50 3 10-0 -2 pggLp S Root: ER308 No g.1 Fillout: E308 10-0-3 Shop E Root BR308 No j Filloat: E308 I ( 10-0-4 Field B Boot: BR308 50 l Filloat: E308 f 10-0-5 Shop E aoot: Ea308 so Filloat: E308 I 10-0-6 Field a moot: ER308 so t Filloat E308 10-0-7 Shop E CS Battered with 309 30 Boot: ER308 Filloat E308 l j 10-0-10 Shop E Same as 10-0-7 Bo 13-0-11 Shop E toot E3308 30 FillOut: E308 10-0-12 Shop E Same as 10-0-7 so a 10-0-15 Shop E Same as 10-0-7 Bo i t I i 10-0-16 Field 3 Boot: E3308 j 50 Filloat E308 10-0-17 Field 3 Same as 10-0-7 Bo 1 1 i ] j 4. + f O' 1 N W O
TABLE-III - PBAPS UNIT 2 - PIPING /* ELD DATA SYsir.u t R53 SHuivGEN Ma' RiiumW LINE "A# i veld by: a.s.Kellogg (K) Jf Solutloa Annealed: Bechtel Poeer (8) Weld
1) Assoaling Toep.
Ucle Shop or PEco. (P) Weld Solation
2) Molding Time 12a Field Wald?
catalytic fC1 Raterial Anneelsd? 31 cooline Rate 10-11-14 Field B CS Battered with 309 30 Root: Et308 fined *e E309 10-11-11 shop K same as 10-11-14 to 10-11-10 shop K Boot: ER308 No Filloat: E308 10-1A-9 shop K Same as 10-11-10 No 10-11-8 shop K same as 10-1A-10 No 10-1A-7 shop E Same as 10-11-10 No li 10-11-6 Field B same as 10-13-10 No 0 10-1A-5 Field 3 same as 10-11-10 No d 10-11-4 Shop K seee as 10-1A-10 uo 10-1A-3 Field B same as 10-11-10 30 i a 10-1A-2 Field a same as 10-11-10 so l l l 'i e s e t I Do
I(BLE-III - PBAPS UNIT 2 - PIPIN"/ WELD DATA Sf51snt BER SEDTDONE COOLYMC 'RE LTME *B" Weld by n.W.Kellogg (K) If Solution Ana @ : Bechtel Power (9) Weld
1) Annealing Temp.
Ucid shop or PEco. (P) Weld Solution
2) Roldlag Time
-A Field gala? Catalvtic fC1 Naterial 40A441947
3) Cooline Rate

10-19-14 Field a
Cs Buttered with 309 No Root: E3308 Fillout: E 309 g,g l10-15-11 Shop K Same as 10-18-14 No
10-13-10 shop K
Root: ER308 No Fillout: E308
10-15-9 Shop K
Same as 10-18-10 50 10-15-8 shop K Same as 10-15-10 No 13-19-7 shop K Same as 10-15-10 so 10-10-6 Field 3 Same es 10-15-10 so 11-19-5 Field 3 same as 10-18-10 No i 10-15-4 shop K Same as 10-1B-10 No 20-18-3 Field B Same as 10-1B-10 to 10-13-2 Field B same as 10-18-10 No d O e 1 1 ~ . O e 0 l =
TABLE-III - PBAPS DNIT 2 - PIPING / WELD DATA 1 j 3151 E: RHR BEAD SPRAY LI Weld hT: 8.5.Kellogg (K) sechtel Fooer (8) If Solet$on Antealed i sold Shop or FECo. (P) Weld Solution
2) Bo1&img Time Weld

1) Ames Jing Toep.
h Field BalA? CatalTele fC) B&t,erial &RRaaled? 31 CooliRO Rate 2 10-53-27R Field F Boots ER309 50 Filloat: E 309 Q4.l 10-C3-26R Field F Root ER308 so Filloat: E 308 {., 10-ES-25A Field F Same as 10-HS-26R No 10-25-25 Shop E Root ER308 No 1-i Filloat: E308 L 10-i15-24 Field 3 l Same as 10-BS-25 Bo L 10-55-23 Shop E Same as 10-NS-25 No 10-55-22 Shop K Same as 10-MS-25 so 10-55-21 Shop K Same as 10-MS-25 No 5 19-85-20 ' Field 3 Same as 10-RS-25 5o 10-55-19 Shop E Same as 10-55-25 Bo 10-52-18 Shop E Saoe as 10-MS-25 No 10-5S-17 Field 3 Sase as 10-MS-25 50 10-55-16 Field B Same as 10-BS-25 no ,a j 10-E5-15., , Field 3
1 Same as 10-ES-25 No l,
10-E2-14 Field ? Same as 10-uS-25 se 10-55-13 Pield u 'l Same as 70-RS-25
Bo
10-55-12 Field 3
Same as 10-55-25 Bo q 10-55-11 Field 3 Same as 10-85-25 No 10-55-10 Shop E Same as 10-uS-25 no
i. 10 9 Shop E
Same as 10-MS-25 Bo 10-53-6 Shop E Same as 10-BS-25 50 4 10-E5-5 Field 3 Same as 10-55-25 30 ~4 O O O e
TABLE-III - PB APS ONIT 2 - PIPING / WELD DATA O SYsiirs t RER READ SPR&Y LI weld hva n.u.sellogg (K) If sointion Annealed: Bechtel Power (8) sold
1) Annealing Temp.
sold shop or Pzco. (P) weld solution 23 malding Time h Field Weld? Catalvtic fc1 Baterial Annealad? 31 roolina mate 10-55-4 Field B same as 10-53-25 so 10-55-3 Fisi 2 3 Sese as 10-ES-25 so 1 i I I
l i
4 O - Te O i
TABLE-III - PBAPS UNIT 2 - PIPING / WELD DATA SYSTEN: REACTOR PATER veld by: .i n.v.Kellogg (K) If solution naaealed: Bechtel Power (e) sold
1) Annealing Temp.
esli shop or PEco. (P) Weld Solution
2) Molding Time A
Field Weld? Ca talvtic fC1 Baterial Panealed? 31 Cooline Rat.. 12-0-20 Field C soot: ER308L 50 Fillout: E308L 12-0-21 Field C Boot: ER308L so Filloat: E308L 12-0-22 Field C Root: ER308L 30 Fillout: E308L i 12-0-23 Field C
Root ER308L No Fillout: E308L J
12-0-24 Field C Root: ER308L 50 Fillout: E308L 12-0-25 Field C Boot: ER308L Bo Filloat: 2308L ! 12-0-26 Field C Root: ER 308L Eo I Filloat: E308L i1 12-0-27 Field C Root: ER308L No Filloat: E308L i 12-0-28 Field C Root: ER308L Bo Filloat: 2308L 12-0-29 Field C Boot: BR308L 30 Filicatt E308L 12-0-30 Field C Root: ER 308L Bo Filloat E308L 12-0-31 Field C Root: ER308L No Filldet: E308L ! 12-0-32 Field C Roott ER308L 50 Filloat: E308L ' 12-0-33 Field C Boot: ER300L po Fla.Leen 5300L , 12-0-34 Field C Root: ER308L 50 Fillout: 3308L l 12-0-17 Ficle 5 Root: ER308 50 Filleet: E308 '4, %D o 3 c o I
TABLE-Tff - PBAPS UNIT 2 - PIPING / WELD DATA i SYSTEg; anacTOR WATER CLEAMDP - E o () weld by: M.W.Kellogg pt) sechtel Power (a) If solution Annealed: sola Shop or FEco. (P) Weld Solution
2) Wolding Time weld

1) Ammealing Temp.
EE.s._ Field weld? Catalytic tc1 Raf d Annealed ? 31 coolina mate 12-0-1D Field B soot: ER308 No Fillost: E308 i j e n i 1 l I 4 l 1 e .3 EE f
TABLE-III - PBAPS UNIT 2 - PIPING / WELD DATA SYSTER CORE SPRAI LINE #1 - O y sold hva R.R.Kellogg (K) Rechtel Power (8) If Solut.lon Ann =aled: Seld Shop or FEco. (F) Weld Solution
2) Bolding Time Wald

1) Assoaling Temp.
Es.a Field seld7 Catalvtic rei naterial Amamaled? 3i caaii=a Rate M-A-27 Shop Chicago Bridge and Iron 3o M-A-43 Field C Boot: ER308L so Filleet: E308L 13-A-42 Field C Root: ER308L so Fillout: E308L M-A-41 Field C -Root: BR308L so Fillout: E308L M-A-C 0 Field C Root: ER308L Bo Filleet: E308L M-A-39 Field C Boot: ER308L so a Filleet: E308L M-A-38 Field C Boot: ER308L so Fillout E308L 14-A-37 Field C Root: ER308L Bo Fillost: E308L M-A-36 Field C Boot: ER300L Bo Filloat: E308L 14-1-35 Fielld C Root: BR308L 30 Filleet E308L 14-A-34 Field C koot: BR308L Bo Filloet E308L. 14-A-33 Field C Boot: ER308L . Eo Filldet: E308L i 14-1-32 Field C Boot: ER308L 30 { Filloat: E308L I M-A-31 Field C Boot: BR308L Bo i Filloat: E308L 13-A-30 Field C Boot: BR308L Bo Fillout E308L I 14-4-29 Field C Boot: Re308L so N I g. l Fillout E308L e ~ .O4 tb o =
TABLE-III - PBAPS UNIT 2 - PIPING / WELD D&T& SYSTE52 core SPRAY LINE "&sa sold by: M.W.Kellogg (R) Bechtel Power (9) If Solution Annealed: ~ Weld
1) Aenealing Teep.
Weld shop or PEco. (P) Weld Solution 2J Nolding Time h Field Weld? Catalytic (C1 Raterial Annealed? 31 Cooline Bate 14-A-28 shop K 4 CS Bettered with 309 so Roo t: ER309L Fillout E309L M-A-12 Shop I CS Battered with 309 No Root: Ea308 Fillout: E308
14-A-11 Shop K
noot: Ea308 Bo t, Fillout: E308 < 13-A-10 Shop K toot: ER308 3o Fillost: E308 I M-A-9 Shop K Root: EB308 to Fillout: E308 i M-0-8 Shop E Boot: ER308 50 Filloat E308 M-A-7 shop K moot: Ea308 so j Filloat: E308 14-4-6 Field C Boot: Ea308 50 l Fillants E308 j M-A-5 Field C soot Ea308 so o Filloat: E308 1 e: M-A-4 Field C toot: Ea308 no 8 1 Fillost: E308 i M-A-3 Fiele C Boot: Ea308 . so Filldet: E308
14-4-2 Field C
Root: ER308 so F111out 2308 1 l ~ b8 e% ~ eo
TABLE-III - PBAPS UNIT 2 - PIPI"G/ WELD DAT& O sysTEnr roRE SPR&Y LINE #98 o veld by a.m.Kellogg (K) Bechtel Power (8) If Solution Annealed: sold Shop or PEco. (F) Weld Solution
2) Molding Time Weld

1) Annealing Teep.
M _, Field Weld? Catalvtic fcn Baterial Annealed ? _3) coolina mate 13-9-27 Shop chicago Bridge 50 and Iron 14-5-41 Field C Boot: ER308L 50 Fillout: E308L 14-3-C0 Field C Root: ER308L Wo Fillout: E308L M-B-39 Field C ' Root: ERIO8L No Fillout E308L .10-a-38 Field C Boot: BR308L No Filleet: E308L 14-5-37 Field C Root: ER308L Bo Fillcat: E308L 14-C-35 Field C Boot: ER308L 50 Fillout E308L 10-B-35 Field C Root: ER308L go Fillout E308L 14-D-34 Field C Boot: ER308L so i Fillost E308L M-9-33 Field C Boot: BR308L Bo Filloat E308L 14-5-32 Field C Boot: EB308L so F111out: E308L 14-5-31 Field C Boot: ER308L - 50 Fillott: E308L 13-C-30 Field C Boot: ER308L Bo Filloat: E308L ,14-5-29 Field C Root: ER308L Bo Fillost: E308L 1 i14-B-28 Shop E CS Bettered with 309 Bo Root: ER309L Filloat:.E309L \\ j .O1 l O A
TABLE-III - PBAPS DNIT 2 - PIPING / WELD b171 SYSTES2 CO*dE SPR&Y LINE #B" Weld by: n.v Kellogg (K) Bechtel Power (8) If Solution anne g sold shop or PEco. (P) Weld Solution
2) Holding Time Weld

1) Annealing Temp.
h Field Weld? Catalvtic fc1 Saterial Annealed ? 31 cool ha Rate M-B-11 shop K CS Buttered with 309 so Root: 22308 Filloat: E308 14 10 Shey K Root: ER308 30 F111out: E308 14-D-9 shop K Root: ER308 No Fillout: E308 1bB-8 Shop K Root: ER308 to Filloat: E308 14-D-7 Shop E Root: ER308 30 Fillout: 2308 54-0-4 Field c moot: 2R308 no Fillout: E308 D4-s-5 Field c moot: ER308 so Fillout E308 B4-3-4 Field C Root: ER308 No Filloats E308 14-8-3 Field C Root: ER308 Bo Fillcats E303 NHB-2 Field C Boot: ER308 50 Filloats E308 i e y. l fo g e. 1
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ATTACHMENT B O PEACH BOTTOM - UNIT A? Summary of Pont IIISI Weld Indications t i O i [ l l O
r _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ())) 7S O Page I of T-) ~V PEACH h_4 TOM IINIT 2 D N/I
No indication SUMNARY OF POST IIISI WELD INDICATIONS N/E - Not Etamined Date October 12, 198_3
" ~ ~ " " ~ ~ ' ~ ~ ~ - ~ ~ ' - ~ WEl,D PIPE SIDE I.D. BY DATE NO LENGTH DEPTII l.0CATTONS~ ELBOW /OTilER SIDE ~~ No LENGTil DEPTH LOCATION 2-AS-2 GE 10/08/83 N/I N/I 2-AS-3 GE 10/05/83 N/I I 7" Sgt 15" - 22" -3 LMT 10/06/83 N/E 2 22" INT.,4" 52%,41% 0"-22", 28"-12" -3 SWRI _,,,10/10/83_ NM 2 1 7 NT. 17%, 202 20 7" k2.25", 2-AS-4 CE 10/05/83 N/I 1 14" INT. 40% 68" - 82" i -4 LMT 10/06/83 N/E N/I -4 SWRI 10/10/83 N/E 1 13.75" INT. 32% 65" - 78.75" i 2-AS-5 GE 10/07/83 N/I N/E t 2-AS-6 CE 10/07/83 N/I N/E 2-AS-7 CE 10/06/83 N/,1 1 12" 19% 27" - 39" r -7 LMT 10/11/83 N/E 1 15" 23% 25" - 40" { 2-AS-8 GE 10/08/83 N/E N/I 2-AS-10 CE 10/07/83 N/I N/T 2-BS-5 CE 10/07/83 N/1 N/I 2-BS-6 CE 10/06/83 N/I 1 15" 20% 42" - 57" -6 LMT 10/1I/83 N/E 1 9" 44% 42" - 5I" 2-BS-10 CE 10/06/83 N/E N/I
Dept hs changed after giring with 60" transducer.
i' Af t er evninnt ing wi t h 60" t rangiturer, initientinn wng reanivml na n Ranmetric reflector. i m m o
'^ ~ ~ (~') PEACH-lO t Pcr,a 2 of '(O (s v JM IINIT 2 N./ ~~~ ~ N/I - No indication
SUMMARY
_0F POST IllSI WEl.D INDICATIONS N/E = Not Etemi ned Date October 12, 1981 ~ ~ ' ' - ~ ~ - - ' - 1.D. RY DATE NO LENGTH DEPTH ~~~,0(IATIONS ' I NO I.ENGTH DEPTH LOCATION 2-AD-15 GE 10/08/83 N/I N/I 2-BD-13 GE 10/06/83 N/F N/I 2-BD-14 GE 10/06/83 2 6",,5" _ _2 'l%, 2 0% 51"-57",,17"-42" I 15" 23% 80" - 7" -14 LMT 10/11/83 1 24" 40% 36" - 60" 1 6" 30% 75" - 81" 10-TR-7 GE 10/08/83 N/I N/I = 10-1R-8 CE 10/08/83 N/I N/I 6-6 e *N NN6m 69 6 B.. -4 4 ~ I t 4 l l
..___m l r (, ATTACHMENT C i
i. @
I { PEACH BOTTOM - UNIT #2 t l' f } th Recirculation and Residual Heat Removal Fracture l-Mechanics Evaluation and Weld Overlay Design N 4 8 1 e e r l I O l f l_ i G
l DEF #137-0010 RSFA 83-71 (Rev 0) CHLO6.DA FRAcrVRE MEGANICS ETALATION AND TIDA OVERIAI DESIM POR M INDICATIONS IN M FEAG B& RIDE 2 marrarm.ATION AND RER PIPING BUBJECI 20 1511 October IS*3 O Prepared By: rM M c si Approved By: S. Randanath, Manager U Mechanics Analysis O
s-Table of Contents O 2111
1.0 INTRODUCTION
1 2.0
SUMMARY
AND RESULYS 2 3.0 FRACTURE MECHANICS EVALUATION 3 3.1 Fracture Mechanics Methodology 3 3.2 Fracture Mechanics Evaluation Results 4 3.3 Impact of the IMSI and Shrinkage Stresses on the Fracture 5 Mechanics Analysis 4.0 WELD OVERLAY ANALYSIS 6
5.0 CONCLUSION
S 8
6.0 REFERENCES
9 0 O w. .~m . ~
1. INIRODUCTION i Following the application of Induction Heating Stress Improvement (IHSI) process to the Peach Botton Unit 2 Recirculation Loops A and B, UT (ultrasonic testing) exenination revealed that 5 welds subjected to IHSI had reportable indications. In addition, reevaluation of the UT data on one more weld,10 2, revealed crack indications in the veld HAZ. Table 1 provides a summary of the lengths and depths of the indications at the six welds while Figures la and Ib show the locations of each weld on the Recirculation Piping System. For evaluation purposes, the greater of the depths and lengths reported by the three methods was used. Inspection of Table 1 shows that all indications are circunferential. O t i 1
4 2. SUlGIARY AND RESULTS A fracture mechanics analysis was performed for all six welds and results show that 2 of the welds (2-AS-3,10-0-2) require weld overlays for more than la months of continued operation. Although only 2 welds require overlays, minimum required weld overlay dhickness and width calculations were performed for all 6 velds. This information is provided so that veld overlays can be applied to al) 6 welds if added margin is desired. It is important to note that due to the application of the Induction Heating Stress Improvement (IHSI) process, the GE screening criteria was not used.* The beneficial effects of IMSI stress was not included in the crack growth calculations. A complete discussion of the impact the IHSI process on the fracture mechanics evaluation is given in the analysis. Weld 10-0-2, which was not subjected to IHSI, was analyzed using conventional methods. l l I t l l l O
Application of the GE screening criteria shows that welds 2-AS-3 and 10-0-2 require repair and welds 2-AS-4, 2-AS-7, and 2-BD-14 are in the evaluation region. Wold 2-BS-6 was bordering on the evaluation / repair classification.
I 2
3. FRACTURE MECHANICS EVALUATION + The purpose of the fracture mechanics / crack growth evaluation of the crack-like indications reported on the piping welds in Table 1 is to determine if a weld overlay is necessary for continued operation. All indications reported in Table 1 are cironsferential in orientation. The GE screening criteria is really not necessary for the evaluation of the indications ezenined in this report because the welds were subjected to the IMSI process. The purpose of IMSI is to change the tensile, weld residual stress on the inner surf ace of the pipe to a compression stress that inhibits IGSCC. The application of IHSI to tasse welds changes the normal assnaptions made on weld residual stresses used in the crack growth calculations. Since the fracture mechanics evaluation is different, it was decided not to use the screening critsria and perform crack growth calculations on all six welds, It is noted that veld 10-0-2, which was not subjected to IHSI, fails the screening criteria. However, a fracture mechanics analysis was performed on this weld and the results show that repair is ne cessary. O Fracture Mechanics Methodoloav 3.1 The fracture mechanics evaluation of the welds reported in Table 1 were performed according to the recently approved Appendix I to Section II of ths ASME Code [1], and the new Paragraph IVB-3640, ' Acceptance Criteria for Flaws in Austenitic Stainless Steel Piping.' These evaluations can be summarized into four basic steps. I. Determine the sustained operating stresses necessary for the crack growth calculations. The sustained operating stresses are those due to pressure, weight, and thermal expansion. No weld residual stress was assnaed (except for 10-0-2) due to the application of IHSI. The veld residual stress assumed for 10-0-2 is shown in Figure 2. This stress information was obtained from the recirculation system piping stress report [2]. l 3
d II. Determiam the stress intensity factor, K, as a function of crack , () depta. These f actors (K) for short, part-through flaws (aspect ratio a/1, greater than 0.1) were calculated using the procedures outlined in Appendix A, Section II of the ASME Code. Tae formulation developed by Bumford and Buchalet [3] was seed. 4 III. Based on the calculated values of K and the crack growth relationsaip j (K vs. da/dt; Figure 3, Reference 4), determins the crack growth as a function of time and establish the final crack size. l IV. Plot the final crack size at the end of 18,000 hours (~24 months) on the appropriate flaw acceptance diagram. The flaw acceptance diagram i is based on the primary stresses (pressure,' weight, and OBE seismic). i 3.2 Fracture Wechanics Evalestion Results Fracture mechanics analyses were performed for all 6 welds. The sustained stresses used in the calculations are presented in Table 2. The results of {} the calculations, printed out for every 1000 hours, are presented in Tables 3 through 8. l A flaw acceptance diagram based on the enveloping primary membrane stress (pressure) plus primary bending stresses (dead weight plus seismic) for welds 2-AS-3, 2-AS-4, ana 10-0-2 was constructed and is presented in Figure 4. Weld 2-AS-4 is seen to be acceptable for 18 months of continued operation as-is. Velds 2-AS-3 and 10-0-2 are not acceptable for 18 months of operation and weld overlays are recommended. A flaw acceptance diagram based on the enevloping primary stresses for welds 2-AS-7, 2-BS-6, and 2-BD-14 was elso constructed and is shown in Figure 5. All three welds are seen to be ecceptable for 24 months of continued operation as-is. e C:) 4 -~
.~ J 3.3 Ilmosct of the IMSI and Shrinkane Stresses.on the Fracture Mechanics O i iv i-The application of IESI to the welds in Table 1 where crack-like indications have Isen reported changes the usual assumptions made regarding weld residual stresses. Figure 2 shows the asial residual distribution based on the experimental dats her large diameter (>16 inch) pipes reported in Ref erence 4. This is the through-wall distribution that is normally assumed for crack growth'cIlculations in welds without IMSI. Figure 6 shows the residual stress vi distribution that is produced by the IHSI procssa. Note that IMSI virtually ~ reple'ces the residual stresses due to solding 'with a beneficial compressive stress on the inner surf ace. This analysis has conservatively assumed that /' there.are no residual stresses / resent in the veld locations. / Er ination of Fiscre 6 shows that the IHSI stress is compressive for only 50% of the wall thickness; the remaining portion is tensile. In crder to properly account f or the IMSI stress variation, the stress intensity f actor should be determined as a function of crack depth. Figure 7 shows K vs. a/t for the stress shows in Figure 6. It is seen that, the stress intensity factor is compressive for crack depth up to S05. Since nazimum crack depth of the IHSI treated welds is 50%, it is conserv$tive to neglect the benefit IHSI stress in the crack growth analysis. i l l Finally, it is necessary to account for shrinkage stresses at the six weld locations in Table 1 due to the installation cf weld overlays on other l portions of the recirculation piping system. All of the indications reported l in Table 1 are on large diameter (20-28 inch) pipes. Previous analyse s have J shown that sacuat of sustained stress due to shrinkage is small. Furthermore, its effect on the crack growth calculations ka known to be negligible, so this smalysis did not include any shrinkage stresses in the fracture mechanics analy si s. This is further supportd by near,ared shrinkage results on 28-inch overlays already applied to other weld locations. This data shows azial shrinkage values across the overlay to be in the range of 0.12-0.19 inch which is much lower than shrinkage previous 1) measured and 3 valuated for the Peach Botton Unit 3 recirculation and RER systems. O l 'h l l 5 l u.. - .m .m m
4. VEI4 OVERLAY ANALYSIS O The depth of a in11y circumferential erack at which met section collapse occurs is a function of the pipe material flow stress, the overall wall thickne ss including the weld overlay, and the primary locds. The primary f membrane stress (P,) is due to pressure, and the primary bending stress is the sum of the dead weight and seismic (OBE) stresses. Paragraph IBW-3640 of Appendiz 1 to Section II, Reference 1 contains tables of the allowable circumferential flaw depth to pipe thickness ratios (t/t) for various applied primary stress ratios: (P,+ P IIS. The recirculation b m piping welds are subjected to primary loads where the (P, + P I/S
'*i b
m 1ess than 0.6 (assuming a design stress intensity S, of 16.9 kai for Type 304 stainless steel). The tables of Reference.1 do not apply for these low stress ratios. Instead, the allowable flaw depth ratio aust be calculated from the actual applied loads, as described in Reference 5. Equations (1) and (2), from Reference 5, define the relationship for a fully circumf erential flaw. O .ut o g p= (1) 2-f i l (2 - ) sin p (2) P = b where og = Material Flow. Stresses = 3 S, P,= Primary hombrane Stress P = Primary Bending Stress b t = Total Thickness (pipe wall + veld overlay thickness) 1 Using these equations, the minimum required weld overlay thickness was 6
determined by an iterative method in which (i) the circumferential flaw depth (} is assumed to extend through the original pipe wall, (ii) the total thickness 't' equals pipe wall + veld overlay thickness, (iii) the applied primary stresses are adjusted for the new thickness, and (iv) a safety factor of 3 is applied. The iterative calculations wre performed at each of the 6 weld locations , reported in Table 1. The results of the calculations identified the minimum required overlay Unickness necessary to maintain the ASME Code safety factor of 3.0. This minimum required overlay thickness was then used as a basis for selecting the recommended / applied overlay thickness. Tables 9-14 present the results of the iterative calculations while Figures 8. and 9 present the veld overlay designs for each of the 6 welds. Note that veld overlays are recommended only for velds 2-AS-3 and 10-0-2. O l l O 7
5. CONCLUSIONS Wold overlay designs are provided for velds 2-AS-3 and 10-0-2. Justification of operation as-is is provided for velds 2-AS-4, 2-AS-7, 2-BS-6, and 2-BD-14. This assures that the, safety margins of the ASNE Code are maintained for is 2 months of continued operation. . If PECO thooses to apply weld overlays on these welds for added margin, in11 structural ovetiay designs are also provided in this report. i O l l l l l [ O S
O 1. ASE Boiler and Pressure Vessel Code, Section II,1980 Edition including the Appendix X, ' Acceptance Criteria for Flaws in Austenitic Piping,' approved by the Section 11 Main Committee in April 1983. 2. ' Stress Report-Recirentation System, Peach Bottom Nuclear Station,' General Electric Document No. 22A2619 Rev. O, October 1970. 3. Buchalet, C. B. and Bamford, W. E., ' Stress intensity Factor Solutions for Continuous Surf ace Flaws in Joactor Pressure Vessels,' Nechanics of Crack Growth. ASTM STP 590. American Society for Testing and n'aterials, 1976. 4. 'The Growth and Stability of Stress Corrosion Cracks in Larse Diameter BWR Piping,' prepared by General Electric Company, EPRI NP-2472 Final Report, July 1982, Electric Power Research Institute, Palo Alto, California. O 5. =an..mati. S. an. e ta, n. S., En. ins erin. =et ods f or sie Asse ssment or Ductile Fracture Margin in Nuclear Plover Plant Piping,' Elastic-Plastic Fracture: Second Svanosina Volume II-Fracture Resistance Curves and Enmineerina Annlications. ASTN STP803. C. F. Shih und J. P. Gudas, Eds., American Society for Testing and Materials,1983, pp. 309-330. l l t O 9
TABLE 1 PEACH BOTTOM TRASONIC TESTING Pro Post lHSI IHSI Azimuth Wall Depth Depth Wald i Tvne insn. Insn. Location Position Thick. In. 1 l_annth B- ---.ts 2-AS-3 28" EIbow-to LMT GE Elbow 15-22" 1.35" 0.3" 22-59% 7" interalttent Horizontal Pipe Avg. depth up to 0.8" LMT Elbow 0-22" 1.35" 0.70" 52% 22" Inter. LMT Elbow 28-32" 1.35" 0.55" 41% 4" SWRI Elbow 1.25-1.35" 0.23" 175 2.25" 3.5" Inter. SWRI Elbow 20.37-1.35" 0.27" 20% 11.87" 32.25" Inter. 2-AS-4 28" E1 bow to LMT GE Elbow 68-82" 1.25" 0.5" 405 14" Vertical Pipe Avg. Inter. LMT Not IGSCC Geometric SWRI Elbow 65-1.25" 0.4" 325 13.75" 78.75" Inter. 2-AS-7 28" Elbow to LMT GE Elbow 27-39" 1.3" 0.25" 195 12" Vertical Pipe .;4T Elbow 25-40" 1.3" 0.30" 235 15" 4 4
Tcblo 1 tinued) Pro Post IHSI IHSi Azimuth Walt Depth hpth Wald i Tyne Insn. Insn. I_ocation Position Thick. In. 1 lmanth r'.--- ,ts 2-BS-6 28" Vertical GE GE Elbow 42-57" 1.35" 0.3" 225 15" Pipe to Elbow l LMT Elbow 42-51" !.35" 0.59" 44% 9" l 2-00-14 28" Elbow to GE GE Elbow 80-7" 1.5" 0.35" 23% 15" l Vertical Pipe i Pipe 37-42" 1.5" 0.30" 205 5" Pipe 51-57" 1.5" 0.35" 23% 6" LMT Elbow / 36-60" 1.5" 0.6" 40$ 24" PIots at Pipe Weld CenterIino l Pipe 75-81" 1.5" 0.45" 30% 6" 10-0 2 20" Horizontal LMT N/A Pipe 43-51" 0.9" 0.31" 345 8" l Pipe to Elbow l GE N/A 15-28" 0.9" 0.40" 44% 13" Inter. GE N/A 33-56" 0.9" 0.45" 50% 23" Inter. 1 LEGEND: lHSl Induction Heating Stress improvement LMT Lambert MacGil 3 and Thomas ) GE General Electric, Domestic Apparatus & Engineering Service. Eastern Department l SWRI Southwest Research Institute N/A Not applicable since this weld was not IMSI treated. l l l I
1 Table 2 Peach botton 2 Primary and Sustained Stresses (Kai) Weld # (1050 mai) Exnsation Deadweimht Soissio I 2-AS-3 5.64 2.64 1.10 1.10 2-AS-4 5.88 1.53 1.36 1.14 2-AS-7 5.65 0.81 0.70 0.61 2-BS-6 5.45 0.35 0.12 0.52 2-BD-14 5.60* 0.80 0.18 0.91 10-0-2 5.83 6.12 0.38 2.00 i
pressure = 1200 psi O
O 12
E () Table 3 Crack Growth Calculations for Weld 2-AS-3 TIME A A/T K DA/DT HRS. IN. IN/HR O. 0 700 0.5185 24.32 0.270E-04 1000. 0.729 0.5396 25.51 0.305E-04 2000. 0.741 0.5636 26.90 0.347E-04 3000. 0.793 0.5909 28.55 0.399E-04 4000. 0 841 0.6227 30.56 0.472E-04 5000. 0.E92 0.6609 33.10 0.569E-04 6000. 0.952 0.7049 36.22 0.600E-04 7000. 1.012 0.7493 39.57 0.600E-04 8000. 1 072 0.7932 43.14 0.600E-04 l 9000. 1.132 0.E3S2 46.92 0.60CE-04 10000. 1.190 0.8327 50.92 0.60CE-04 11000. 1.250 0.9271 55.15 0.600E-04 O 10000. 1.312 0.9716 59.60 0.600E-04 o O 13
O Table 4 Crack Growth Calculations for Weld ?-AS-4 TIN: A A/T I; DA/DT !!T;3. IN. IN/HR 0. 0.500 0.4000 17.13 0.144E-04 1000. 0.515 0.411C 17.63 0.150E-04 2000. 0.530 0.4240 18.17 0.158E-04 3000. 0 546 0.4370 18.74 0.16SE-04 4000. 0.564 0.4509 19 37 0.179E-04 5000. 0.582 0.4656 20.06 0.19tE-04 6000. 0.602 0.4813 20.80 0.000E-04 7000. 0.602 0.4977 21.61 0.214E-04 8000. 0.644 0.5155 22.50 0.230E-04 9000. 0.64S 0.5346 23.49 0.250E-04 10000. 0.694 0.5555 24.61 0.278E-04 () 11000. 0.724 0.5791 25.92 0.31CE-04 1:000. 0.758 0.6061 27.47 0.364E-04 13000. 0.797 0.6374 29.36 0.4 tE-04 14000. 0.843 0.6746 31.72 0.519E-04 15000. 0.900 0.719C 34.76 0.600E-04 16000. 0.940 0.7678 08.21 .0.600E-04 17000. 1.000 0.8150 41.90 0.600E-04 10000. 1.080 0.863S 45.82 0.600E-04 i l l O i 14 l l
o Table 5 Crack Growth Calculation for Weld 2-AS-7 ) TIM 2 A A/T K DA/DT HRS. IN. IN/HR 0. 0.300 0 2308 9.00 0 439E-05 1000. 0 304 0.2342 9.07 0.447E-05 2000. 0.309 0.2376 9.19 0.454E-05 3000. 0.314 0.2412 9.27 0 462E-05 4000. 0.318 0 2447 9.39 0.470E-05 5000. 0.323 0.24S4 9.50 0.47CE-05 6000. 0.328 0.0521 9.60 0 437E-05 7000. C.333 0.0559 9.71 C.495E-00 8000. 0.333 0.2597 9.82 0.504E-05 9000. 0,343 0.0636 9.93 0.512E-C5 10000. 0.343 0.2676 10.05 0.522E-05 11000. C.353 C.271' 10.14 0.531E-C5 O 10000. 0.358 0.2757 10.23 0.540E-05 13000. 0.364 0.27?? 10.41 0.550E-05 14000. 0 369 0.2342 10.53 0.560E-05 15000.* 0.375 0.2E85 10.66 0.570E-05 160CO. 0.381 0.2930 10.79 0.580E-05 17000. 0.387 0.2975 10.93 0.591E-05 10000. 0.393 0.3020 11 07 0.602E-05 15
g O i Table 6 4 Crack Growth Calculations for Weld 2-85-6 1 TIME A A/T K CA/DT HOS. IN. IN/HR ............-.590 0.4370 13.15 0.844E-05 0. 0 1030. 0.599 0.4434 13.35 0.E69E-C5 2000. 0.607 0.4499 13.56 0.895E-05 3000. 0.616 0.4566 13.70 0.922E-05 4000. 0.626 0.4635 14.00 0 950E-C5 5000. 0.635 0.4707 14.24 0.992E-C5 6000. 0.646 0.4782 14.49 0.104E-04 7000. 0.656 0.4860 14.76 0.10SE-04 8000. 0.667 0.4942 15.04 0.113E-04 9000. 0.677 0.5020 15.33 0.11CE-C4 10000. 0.691 0.5117 15.65 0.124E-04 11000. 0.703 0.5211 15.99 0.130E-04 (~') \\s. 12000. 0.717 0.5308 16.34 0.134E-04 13000. 0.730 C.54C7 16.71 0.139E-04 14000. 0.744 0.5514 17.11 0.144E-04 15000. 0.759 0.5622 17.52 0.149E-04 16000. 0.774 0.5734 17.96 0.154E-04 17000. 0.790 0.5851 18.42 0.16?E-04 10000. 0.807 0.5974 18.92 0.171E-04 O 16
' O Table 7 Crack Growth Calculations for Weld 2-B0-14 TIME A A/T I; LA/DT HRO. IN. IN/HR ...........---................--............-=.964E-05 O. 0.600 0.4000 14.08 0 1000. 0.610 0.4065 14.31 0.100E-04 2000. 0.620 0 4134 14.55 0.105E-04 3000. 0 631 0.4205 14.80 0.109E-04 4000. 0.642 0.4279 15.07 0.114E-04 5000. 0.653 0.4356 15.35 0.119E-04 6000. 0.666 0.4437 15.65 0.124E-04 7000. 0.67S 0.4521 15.97 0.129E-04 E000. 0.691 0.4607 16.30 0.134E-04 9000. 0.705 0.4699 16.65 0.13SE-04 10000. 0.717 0.4793 17.02 0.141E-04 f s) (, 11000. 0.733 0.4889 17.40 0.140E 04 12000. 0.74S 0.4987 17.81 0.153E-04 13000. 0.764 0.5093 18.23 0.15?E-04 140 0. 0.7C0 0.5201 18.67 0.167E-04 15000. 0.797 0.53:5 19.17 0.176E-04 16000. 0.815 0.5435 19.69 0.185E-04 17000. 0.834 0.5560 20.25 0.194E-04 18000. 0.854 0.5692 20.85 0.203E-04 O 17
O Table 8 Crack Growth Calculations for Weld 10-0-2 TIME A A/T K DA/DT HT:S. IN. IN/HR ._______5---5-5-----5565-----55-i---------i--~~~- 1000. 0 470 0.5218 20.66 0.200E-04 2000. 0.490 0.5444 21.14 0.207E-04 3000. 0.511 0.567C 21.73 0.216E-04 4000. 0.533 0.5924 22.43 0.229E-04 5000. 0.557 0.6186 23.20 0.246E-04 6000. 0.532 0 6469 24.32 0.270E-04 7000. 0.611 0.67E0 25.65 0.310E-04 8000. 0.644 0.7157 27.41 0 362E-04 9000. 0.604 0.7596 29.E2 0.444E-04 10000. 0.734 0.8154 33.43 0.580E-04 () 11000. 0.794 0.8E10 38.61 0.600E-04 12000. 0 854 0.94E4 44.97 0.600E-04 O 18
O Table 9 Weld Overlay Calculations for 2-AS-3
888*
UELD ID: 2-AS-3 FIFE THIOKNESS = 1.35 INCH FIFE 111AMETER = 28.0 INCH FRIMARY LOAtt (STRESS): PRESSURi = 5.44 KSI DEAD UEIGHT = 1.10 KSI GEISMIC = 1.10 KSI O i l FB (KSI) EdiEE EMIEE SM 3SM -I-FM WOT TfWOT (KSI) ACTUAL CALC (ACTUAL) (CALC) g 0.375 0.774 4.331 1.700 13.783 0.357 0.361 PRIMARY STRESS RATIOS (ADJUSTED): PM/SM = 0.256 (FMiFE)/SM = 0.357 MINIMUM REQUIRED WELD DVERLAY THICKNESS = 0.375 INCH 4.3 INCI: MINIMUM REQUIRED UELD OVERLAY WIDTH = 0 19
O Taste iO Weld Overlay Calculations for 2-AS-4
ttst**tsst**st***st*****tatts****sts***stst********ttiragssts:
A WELD ID: 2-AS-4 t FIFE THICKNESS = 1 05 INCH FIFE DIAMETER = 28.0 IN0ll t FFIMARY LCADS (STRESS): PRESSURE = 5.88 i;SI DEAD WEIGHT = 1.36 KSI SEISMIC = 1.14 KSI FB (KSI) E51EE EHiEE th SH 3SM ..I._ FM WOT T4WOT (KSI) ACTUAL CALC (ACTUAL) (CALC) g g 0.400 0.750 4.F22 1.374 15.041 0.383 0.337 FRIIARY STRESS RATIOS (ADJUSTED): Fis/SM = 0 271 (FMr>B)/SM = 0.393 MINIMUM REQUIRED WELD DVERLAY THIOKHESS = 0.400 IliOH 4.2 INCH MINIMUM REQUIRED WELD DVERLAY WIDTH =
ttttttttttttttttttttttttttttttttttttttttttttttttttttttttt**ttttttt**
O 20
O Table 11 Weld Overlay Calculations for 2-AS-7
st**tt**ttt********************************************************
WELD ID: 2-AS-7 FIFE THICKNESS = 1.30 IN0ll FIFE DIAMETER = 28.0 INCH FRIMARY LOADS (STRESS): FRESSURE = 5.65 KSI DEAD WEIGili = 0.70 KSI SEISMIC = 0.61 KS! O FB (KSI) E5iEE E51EE SM 3SM l ..I.. FM WOT T4WOT (KSI) ACTUAL CALO (ACTUAL) (CALO) g g 0.355 0.785 4.554 1 029 10 425 0.330 0.335 FRIMARY STRESS RATIOS (ADJUSTED)* FM/SM = 0.267 (FMfFB)/SM = 0.330 l MINIMUM REQUIRED WELD DVERLAY THICKNESS = 0.3S5 INCH = 4.3 INCH HINIMUM REQUIRED WELD DVERLAY WIDTH
18884t*******tt*************titttt******tittt****
O l 21 l
4 O Table 12 Weld Overity Calculations for 2-85-6 t
s************3********sts*****t*********
4 WELD ID: 2-EE-6 PIFE THICKNESS = 1.35 INCL! FIFE DIAMETER 5 EE,0 INCH FRIMARY LOADS (STRESS): FRESSURE = 5.44 KSI DEAD WEIGHT = 0.12 KSI SEISMIC
0.52 KSI O
FB (KSI) EdiEB EMIEB __I__ FM SM 3SM WOT T4WOT (KSI) ACTUAL CALO (ACTUAL) (CALC) 3 g 0.32 0.306 4.470 0.516 10.553 0.296 0.077 FRIMARY STRESS RATIOS (ADJUSTED)I FM/SM = 0.266 (FMfFB)/SM = 0.296 l [ l MINIMUM REGUIRED WELD OVERLAY THICKNESS = 0.325 INCH l HINIMUM REQUIRED WELD DVERLAY WIDTH = 4.3 INCH
188881*t********************************************************
i i O 22 l
O Table 13 Weld Overlay Calculations for 2-BD-14
1888t*******8883*88888888888884**********************************
WELD IDI 2-ED-14 FIFE THICKNESS = 1.50 ING: FIFE DIAMETER = 28.0 INCH FRIMARY LOADS (STRESS): FRESSURE = 5.60 KSI DEAD WEIGHT = 0.18 KSI SEISMIC = 0.91 KSI O FB (KSI) E5itB EHiEE SM 3SM __I.. FM WOT TtWOT (KSI) ACTUAL CALL (ACTUAL) (CALC) C.395 C.792 4.558 0.863 11.C31 0.321 0.3 3 FRIMARY STRESS RATIOS (ADJUSTED): FM/SM = 0.270 l (FMiFB)/SM = 0.301 MINIMUM REQUIRED WELD D'JERLAY THICKNESS = 0.375 INDI = 4.6 INOH l MINIMUM REQUIRED WELD O'JERLAY WIDTH l
$3**************1888********************************$********
I i O 23
GV Table 14 Weld Overlay Calculations for 10-0-2
?48************ts*********************4:***434*****13
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WELD IDI 10-0-2 FIPE THICKNESS = 0.90 INCH PIFE DIAMETER = 20.0 INCH PRIMARY LOADS (STRESS): PRESSURE = 5 83 KSI DEAD WEIGHT = 0 38 KSI SEISMIC = 0.00 KSI O PB (KSI) EdiEB EdiEB SM 3SM ..I.. FM W3T TiWOT (KSI) ACTUAL CALC (ACTUAL) (CALC) g 0.285 0.75V 4.557 1.803 14.906 0.377 0.384 t FRIMARY STRESS RATIOS (ADJUSTED)I FM/SM = 0.270 (FMiPE)/SM = 0 377 t HINIM"M REQUIRED WELD DVERLAY THICKNESS = 0.005 INCH = 3.0 INCH HINIMUM REQUIRED WELD OVERLAY WIDTH $4148488883*81***********$$$$$$$$t**18484884t**181*181338484t******** O 24
6 I I E4 % 4 9 /2W 7 l T 7 W / s n 6 d 6 6 l 9 i i f i' = ~ = 4 4 4 ^^- 6 i.j -\\,r^- u z z z 9 e 9 = N. E u l p 2 3 2 T .C I i y e s 5 J d I 9 6 4 E / 8 5 E" Y e T E V I 3 "\\ ,$\\~\\ >/ T e z 6 $ z / j "8 9 9 ( "eE T e 7 h h 7 0 ~ e 2 n W n 6 E e u 9 m T 2 6 9 3 0 L k E I CL E # / $ 1 e l o n O o ~ .d," C ~ l ~.J 4 en y + T E E 2 [ C ![ E V ? ii T 5 f !/ ~\\n f' N5. -- f Ia 9 6 o 9 n c2 E z nr = 9 m m I- \\ b "s v. 9 9 6 u s m N 9 Iz ] 9e e u l W z ,J ' e e E 9 n n e I N z e 3 E 9 I,9" n* O f I l 1 O CD I .=u I eW I Q. 8 I m e MWMMWM l b I =cn t N k N A g = R s' w g n 1 sh a ~ O\\ 9 9 9 ~ n n n = 1 1 1 25 l
O no i tac i f i tne d I d le W _ o T y : s'E L e d l l 4 4 i S s S ls-l l a A n i. 2 2 2 o s 5 l l 9 i a a. t 2 ^h l2 u A c 1 - Ny 2 S o N I /l4 l 1 3 s i, s A. e A A I 2 4 o 2 l i l s p A 1 o 2 sa o 1 l 2 I l / g 2 o n l O e S i i // p o i l S7 /l l i d S P i l s o i i o S n 1 S l' o 7 l' i t " / f a l' lu lo c i r c 1 i 1 i c o 1 0 e l 5 R l 1 s 1 2 /l i o a m j i n o c t i l o t i o l 3N B 5 h c S a N e l' P 1 7 i o b S I l' erug i F O mo n
$ STRESS (ksi) 30 0.00 +30. 0.19 0. O.25 4A 0.39 14.2 0.50 12.0 021 o. 20 1.03 +0.1 j 10 + s.1 n O i 5 0.2 0.4 0.s 0.s 1.o 8 0 alt 10 14.2 30 O Figure 2. Axial Weld Residual Stress in Large Diameter Pipe (22 in. to 28 in.) 27 ,y,'__.ay--.-, 4 g,.. .--~..c.- -., - _ - - -,.,. ~ ,.-.,,-_---.----a-
O ? 10-3 CURVE A ~ 1 \\ / / 4 4 10 @ / USED IN ANALYSIS CURVE B 1 4 1 3 Y SENSITIZED AT 1150'F 2 h: 0.2 ppm 2. 02 (HE AT 04904( (GE - T1881) / d SENSITIZED AT 1150'F 2 h: 0.2 ppm ~ / 02 (HE AT 03580) (GE - T1181) O SENSiri2ED AT ii50'F,24 h: 0.2 ppm e 10-6 2 Og (GE - T11811 h SENSITIZED SEVERELY,0.2 ppm ~ f Y 02 (GE - RP1332 2, REF H,35) g y Q SENSITIZED AT 1150'F,24 h: U S ppm 5 S h Y h GE - T1181 0 h WANG, CLARKE - GENED h SOLOMON - GECRD h MASAOKI - H11ACHI 4 10 MESEARCH LAS l h PARK - ARGONNE NAT LAB (REF H.36) O SENSITIZED SY WELDING, LTS AT 832'F, 24 h; 8 ppm 02 (SRI. REF H47) 10-7 I I I I I I O 10 20 30 40 50 60 70 STRESS INTENSITY, K (ksi d) Figure 3. Summary of Constant Load Crack Growth Data (Curves are evaluation curves.) Data collected in 0.2 ppm 0 and 8 ppm 0 water. Different Levels of Sensitization exa$1ned. 2 28
Io d 1.0 Net Sectic n Collapse 2-AS-3 (Safety Fa ctor = 1.0) (18 mont'ns)s N s .e E N Net Section ( ollapse (Safety Factc r = 3.0) 3 7 .0 5 10-0-2 (11. months) a. a o b '2-AS-4 (18 nonths);Dotta d Line 24 months 4 p
c.
l O &w ~ I l .2 i
0. '-
~ ?. ~ N0;.-:.i:'.I'::;.",._ Lt;;:.Th - L/IIr Figure 4. Flaw Acceptance Diagram for Welds 2-AS-3, 2-AS-4, and 10-0-2. O 29
1.0 N Net Sec tion Collapse s (Safety Factor = 1.C ) Het Sec tion Collapse \\ (58fety Factor = 3.01Q s h .8 . ~., - t< 2-B$-6(24 nonths) / .6 7 b. b-ED-14 (24 months) j, (i Analysis Using A / f , Composite Crack Data e .4 m a, ,'t.2.AS-7 l24 months) 0.0 ,0.0 .2 .4 .6 ,8 1,0 NON-DIMENSIONAL IMUnl - L/(2*Pl*R) Figure 5. Flaw Acceptance Otagram for Welds 2-AS-7, 2 05 5, and 2-BD-14. O so
.._. ~. ConspatSSt0su tes8ml Tgassages gespel . O i I I I I l I I I I I a g OUT5808 BWP? ACE e lT /v' ag m a,. sun. Es ,,. u - i-Sto* AllesVns so* umuf .ss .os., u. 'l I I I hi I i l 1 i i f f I I I 80 Fe ao no ao ao ao se e to so ao e es so Po ao COesratassoas geogI Ytessecas ltdt Figure 6. 16 in. Diameter Pipe. Welded + IHSI, Through-wall Axial Residual Stress 0.25 cm (0.1 in.) from Fusion Line, Strain Cage Residual Stress Data O o -20 -40 %2 L it -60 M w d 3 -80 e T -100 N ( / Q -120 i i ID 0.1 0.2 0.3 0.4 0.5 0.6 0.7 OD i Distance Through Wall J (in.) Figure 7. Stress Intensity Factor vs. Depth for 16 inch Pipe 31
[ O . u m. um. bMIMUM SLOPE g;~. g,g, -m ;a= gg~. =

= 0.0. $[ j A l "T" m. M STAINLESS THICK ' N. STAINLESS STEEL PIPE OVERLAY . k,,, '.'.. STEEL EL50W ?' :., .4+, i ~ ..o. O RECOMMENDED WELD ID OVERLAY THICKNESS (T) 2-AS-4 0.438" (7/16) 2-AS-7 0.375" (3/8) 2-BS-6 0.375" (3/8) 2-B0-14 0.438" (7/16) 2-AS-3 0.438" (7/16) Figure 8. Recommended Weld Overlay Design for Welds 2-AS-3, 2-AS-4 2-AS-7, 2-B5-6, and 2-BD-14. O 32
l .o C 3.5 IN. MIN. L N. N 3 3 ' YA////////////AY/////#f///////////M' d [*.[y -)* ?!!MS '.y,,, ". l:5!.i .16 : STAINLESS
4... //.' '
STAIN LESS STEEL 0.35" f.;4.- STEEL (.f. / N O Figure 9. Recommended Weld Overlay Design for Weld 10-0-2. s e O 33
ATTACHMENT D O PRACli BOTTOM - UNIT #9 Safety Evaluation for the Operation of Peach Bottom Atomic Power Station Unit #2 i l O l l l l l l O 1
SURJECT: Safety Evaluation for the Operation of p)s Peach Bottom ' Atomic Power Station Unit #2 -s -INT RODUCTION Philadel nhia Electric Company initiated a cartial Induction Ileating Stress Improvement Program (IHSI) on sixteen (16) -uelds as part of the weld overlay repair outage in order to reduce the susceptibility of-these welds' to Intergranular-S tress Corrosion. Cracking. (ICSCC). Initially these welds were volumetrically examined and found to be acceptable. The 16 welda on whichIIHSI was performed are located in -the recirculation auction and discharge lines and one RHR return 11tne. A volumetric' examination was performed upon completion of -the IIISI and 5 of these 16 welds were found to contain crack-like indications. In addition, all of the ul trasonic data for the 126 welds previous 1v examined as nar t of the IE nulletin 83-02 were reviewed. As a resul t of thi s revi ew, i t was decided that reflectors on wpld 10-0-?,. nroviouqly evaluated as aeometric in nature should be conservativelv dispositioned as. crack-like reflectors. Thene crack-like reflectors were later confirmed to be crack indications by independent ultrasonic examination. Philadelphia Electric Company contracted General Electric Company to analyze these indications and to provide their recommendations for disposition. General Electric analyzed and:propoced tcmnorary weld overlav repairs in accordance wi th Section XI of the ASMR Roiler and Pressure Vessel Code on RilR weld 10-0-2 and recirculation weld 2-AS-3. Philadelphia ~ Electric Company also elected to overlay recirculation' suction welds 2-Ab 1, 2-BS-6, and 2-BD-14. Procedures were prepared to perform these temporary weld - overlay repairs with the concurrence of the on-site representative of Hartford Steam Boiler Inspection & Insurance Company and the Nuclear Requlatory Commission. The weld overlays were-designed and sized as full structural overlays which provide the saf ety margins required by the ASME Code. Practure machanica evaluations havn verified that these 5 wolds have the necessary structural reinforcements for 24 months of full nower operation. The ' remai ni nq reci rcul ati on suction lino weld (2-AS-7) was shown to he acceptable "as is" for 24 months of full power onoration. The final flaw size for this oeld is well within the allowable limits of ASME Code Section XI, App. X. t .r - (-)
n 'u/ Philadelphia' Riectric Company han elected to continue onoration of this weld "an is" for only the 6 to 7 months run to the next s cheduled refuel outage. Philad elnhi a Electric will reinspect this wold during the next refuel outage and will either replace with conforming material or overlay with a full structural overlav. BACKGROUND Of the six welds that showed repor table indications, three of these are located in the "A" recirculation cuction li ne. (2-AS-3, 7-AS-4, 2-AS-7), one is located in the "B" recirculation cuction line (2-BS-G), one is locate,1 in the "0" recirculation discharge line (2-BD-14), and the remaininq weld (10-0-2) is located in the Residual Heat Removal (RHR) nuction line. Four welds (9-AS-3, 2-AS-4, ?-AS-7, 2-ns-6) are located in the r3 circulation suction lines. The recirculation nuction lines are ?R" in diameter by 1.00" minimum wall thickness (M.W.T.) TP 304 stainless steel nipe material. A O.439" thick by 4.5" long weld overlay was designed for the ?-AS-3 and ')-AS-4 weldc and a 0.375" thick by 4.G" lonn weld overlav was deniened for the 2-DS-6 wel d. These weld overlavn are full structural overlavs which can sustain a n() throuqh wall fully circumferential flaw and provide the ASME Code required nafety factor of 3 for ?4 months o f f ull power onoration. Weld ?-hD-14 is located in a recirculation discharge line 29" in diameter by 1.?.5" nominal wall thi ckne ss,. TP 304 ntaintenu nteel pipe material. A O.439" thick by 4.5" long weld overlav wan deciqned for the ?-DD-14 weld. This overlay 17 al so a full structural overlav which can sustain a throuqh wall fully circumferential flaw and provide the ASME Code requi red naf ety f actor of 3 for 24 months of full power operation. Weld 10-0-? is located in the RHR quction line which is a 20" diameter by 0.775" M.W.T. ASTM Type A359, qrade TP 304 ntainless steel pipe material. A 0.350" thick by 3.5" long weld overl ay van designed for thin weld. This overlay is a full structural overlay which can sustain a through wall fully ci r cum f nrenti al flaw and provide tho ASMC code requirca safety factor of 1 for 94 months full nower onoration. The final flaw nize of weld ?-AS-7 has been determined to be well within the allowable limits of the ASME Code Secti on XI, Paranraph IWR-3640 for 24 months of full power [) opera ti on. Tho General El ectric f racture mechanics anal vni n for this weld utilized the most limiting condition for crack growth anal yn i s. Therefore, this techniqua should be considered conservative. Philadelphia Electric Company
m _3- /m s \\_/ requestu continued full power operation for the six to seven months run to the next refueling outage, at which time weld ?-AS-7 will he re-innpected and will' either he replaced with conforming material or overlaid with a full structural overlay. EVALUATION The ul trasonic examination techniques used in the detection of the crack-like indications have been demonstrated to be canabl e o f finding IGSCC cracking at Battello Columbus Laboratories or the EPRI NUP Center in Charlotte, North Carolina. The technicians par ticipatinq in the examination have been certfied as being able to detect service-induced IGSCC in accordance with NUREG IE Bulletin 03-q?. Indonendent ultrasonic examinations were performed by both Lambert-MacG ill-Thomas, Inc. and General Electric Company personnel on all welds that were found to contain i ndi ca ti ons. This was done to obtain the maximum con fidence in crack detection. Where there was a discrepancy, a third vendor, Southwest Research Institute, was called in to (,,) provide additional verification, v It is recognized that under field conditions, one team may report crack indications of'different lengths and depths than that previously reparted by another independent team. This is because equipment may varv slightly as to transducer frequency and beam spread; calibration sensitivity may he dif f erent dependinq on whether sido drilled holes or notches were used; environmental conditions such as high radiation levels, resnirator recuirements, etc. may all lead to di f f erences i n reported crack cnaracterization. In addition, once an indication has been evaluated as being a crack, sizing for lonaths may tend to be less critical and adjacent I.D. qnometric reflections may he i ncl uded, particularly if the recording sensitivity levels are high. The crack characterization method used by Lambert-M acG ill-Thoma n, Inc., Gennral Electric Company, and Southwest Research Institute to describe crack indications was conservativo since it ignored tho down hendinq of l ultrasound as it is t ra nsmi t ted through weld material, i Therefore, the crack indications as characterized for fracture analysis rcpresent a maximum depth indication since straight line plots wern used in their characterization. In all cases, the most limiting ultrasonic data was used in the f') f racture mechan ics oval ua tion. v i
A 9 4 r - (_)s ~ The welding procedures and welders used to perform the weid overlays were qualified to procedures which meet the requirements of the ASME Code, Section IX 1980 Edition including the Winter 1981 Addenda. The welding procedure required an adequate ' cooling water flow inside the pipe during welding to produce compressive stresses on the inside Q surface of the pipe similar to those nroduced by IHGI. Crack propagation into the weld metal is not likely to occur by ICSCC since the high ferrite weld material is not susceptible ~ to IGSCC. The fracture mechanics analysis was done in accordance with Section XI, Appendix X to the ASME Code. The analysis performed hy-General Electric Company has been independently reviewed by philadelphia Electric Company and Structural integrity Ascociates of LaJolla, Cali fornia. CONCLUSION 1. The Peach Bottom Unit #2 ultrasonic exanination was conducted hv personnel trained in the detection of IGSCC cracking and certified by ultrasonic technique demonatration at Battelle Laboratories in Columbus Ohio, and the EPRI NDP Conter in Charlotte, N.C., in accordance with IE Bulletin 93-02. The procedure and instrumentation used in this f') examination han been proven capable of detecting A-and characterizing intergranular stress corrosion cracking. 2. The crack characterizations and the fracture mechanics analyses utilized are inherently con n er va ti ve. The fracture mechanics analysen performed on the crack indications and the weld overlav repairs possess an inherent safety factor of three. 3. The overwhelming laboratory and industry experience to date has shown that IGSCC will f ail in a leak before break manner. It-can he concluded that Unit #? of the Peach Bottom Atomic Power Station can operate at full-load power for the six to seven months run to the next scheduled refueling outage with reasonable assurance that the health and safety of the nublic will not he endangerna. m.- . ~ ~... - _. _.. _ _ _ _., _ _ _ _ _ _}}

ML20082N426

Text

SUBJECT:

REFERENCE:

Dear Dr. Murley:

SUBJECT:

Dear Dr. Murley:

SUMMARY

1.0 INTRODUCTION

SUMMARY

5.0 CONCLUSION

6.0 REFERENCES

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