ML20199A670
| ML20199A670 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak, 05000000 |
| Issue date: | 06/25/1984 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML17192A346 | List:
|
| References | |
| FOIA-85-313, FOIA-85-59, FOIA-86-A-20 CP-QAP-6.1, NUDOCS 8606120582 | |
| Download: ML20199A670 (300) | |
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'.I BROWN & ROOT, INC. ISSUE l-[ NUMBER REVISION DATE PAGE CPSES 1 JOS 35-1195 2 CP-QAP-6.1 6 JUN 251981l 1 of 8 . TITLE: ORIGINATOR: /d 4 25-f/ OATE REVIEWED BY: 4 58/ l'. A E E DATE i AND INSTRUCTIONS I) APPROVED BY: - ,,%b 6 2.5!ef Site QA Managyr DATE
1.0 REFERENCES
2.0 GENERAL i . 2.1 PURPOSE AND SCOPE , This Procedure defines the requirements for the preparation,
- review and approval of all Quality Assurance Proceddres and ~
l Quali ty . Instructions. 1,l 2.2 DEFINITIONS 2.2.1 Quality Assurance Procedures I 1 Quality Assurance Procedures are docisnents which outline or define the general. requirements of various quality related .l functions or activities. The requirenents specified within lj procedures are derived from specific Quality Assurance i ; commitments of the Comanche Peak Steam Electric Station. l' Engineering / Construction requirements specified in design i documents and associated supplier recommendations and/or l' l requirements. l 2.2.2 Quality Instructions Quality Instructions are supplemental documer.ts that nonnally prescribe detailed infonnation required to implement QA/QC requirenents established in Quali ty Assurance Procedures.
) C O G 0 C D C0 ? y' CONTROL No. ne/ -
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( CP-QAP-6.1 6 gg 2 of 8 3.0 PROCEDURE 3.1 PREPARATION Individuals assigned to prepare or revise quality doctanents i shall research the following documents, as applicable, to
- assure adequate incorporation of, and subsequent implementa-
] tion of the CPSES QA/QC functions: ; a. Specifications and Drawings .
i
. b. ASME Boiler and Pressure Vessel Code i c. Regulatory Requirements
. d. Related Industry Codes and Standards .
- e. B&R QA Manual
, f. Related Procedures and Instructions
- g. Supplier Documents and Manuals 3.2 FORMAT f '
3.2.1 General t
; Quality Assurance Procedures and Quality Instructions shall i be prepared using the decimal numbering systen and basic
- heading famat established in this procedure. Typical foms used to prepare Procedures / Instructions are illustrated in Attachment 1.
The Quality Assurance Procedure or Quality Instruction title
; page shall be a numbered page that includes the following j infomation:
4
- a. Title al the document;
- b. Identification number of the document;
- c. Revision number;
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- BROWN & ROOT, INC.
ISSUE I CPSES NUMBER REVISION DATE PAGE I( ' CP-QAP-6.1 6 (UN ?,51984 3 of a
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. d. Issue date;
- e. Page number; and I f. Signature of the individuals preparing and approving 1 - the document.
1 - i Subsequent pages of the text shall be similar to that illustrated in Attachment I and shall include the document ', j number, revision, issue date and page number. 3.2.2 Text The text of the docunent shall be divided into three sections as follows (whenever practical):
1.0 REFERENCES
'. The " References" section shall list by title the codes, standards, regulatory guides, procedures, etc., that i are referenced in the text of the document.
! 2.0 GENERAL The " Gene ral " section shall be used for supporting i
information and shall be used to describe the purpose and scope of the document. The " General" section may j also be used for collecting infomation and require- { ments that cannot be considered procedural or instruc-
] tional but which are still necessary to accomplish the
, purpose of the docupent, e.g. definitions.
3.0 PROCEDURE (or INSTRUCTION)
, This section shall contain descriptions of operations and activities that must be accomplished to fulfill the purpose of the docunent. Requirenents should be i arranged in a logical sequence. Attachments of foms, i
' ' figures and tables may be used as needed to supplement the document. These attachments will be numbered as !_ pages of the docunent text and will be labeled appropriately near the top of the page similar to the attachments included with this procedure. References shall be listed in the order introduced in the text
- and (i .e. shall
, 1- A,be 1-Bpreceded
, 1-C, e tcby).a
. number / letter designation
'i(1
. . SROWN & ROOT, INC, ISSUE' ~
CPSES NUMBER REVISION DATE PAGE
, ( CP-QAP-6.1 6
, JUN 251984 4 of 8 1
3.2.3 Headings and Lists Quality Assurance Procedures and Quality Instructions shall be prepared using a decimal numbering system in a " block" fonnat. Each decimally nebered paragraph shall have a topic heading. Section headings (e.g. , 1.0, 2.0, 3.0) shall be in capital letters and underlined. Main paragraph headings (e.g., 1.1, 1. 2, 1.3 ) shall be in capital letters without an underline. Subparagraph headings (e.g.,1.1.1, 1.1.2) shall be in initial capital headings followed by lower-case letters with the entire heading underlined . Items in a series or lists shall be introduced by a sentence ending wi th
- a colon and preceded by lower-case letters arranged in alphabetical order. Sections, main paragraphs, subparagraphs and lists shall confonn to the fonnat presented in the example below: -
3.0 PROCEDURE
, 3.1 DOCUENTATION t -
3.1.1 Surveillance - ) The following attributes shall be observed during routine surveillance efforts relative to ' doctanentation:
- a. Legibility
- b. Continuity
- c. Traceability 3.3 NUMBERING SYSTEM Quality Assurance Procedure numbering prefixes are established as CP-QAP's followed by an assigned number for each category of procedure. Quality Instruction prefixes r are established as QI-QAP's and the Instruction Number is i
distinguished from the related procedural document by the use of a dash. For example, the Quality Assurance Procedure is numbered CP-QAP-11.1. In nisnbering all related sulordinate instructions to this procedure, the originator , would make use of the procedural number 11.1, adding a dash and a suffix number for each instruction. Example: [
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I BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE ( JOB 35-1195 CP-QAP-6.1 6 , g 251984 s of a 9I - OAP - 11.1-1 1 Sequential nunber for the instruction Sequential number relative to base procedure 4 t i Base Procedure Denotes Quality Instruction The QE Group (QEG) maintains control and a record of the numbering systen utilized for all QA Procedures and Quality Instructions. 3.4 REVIEWS , QA Procedures and Ins tructions shall be reviewed fo r technical content, Code and regulatory requirements,
. granmatical correctness, clarity and conflict or redundancy i with other documents. The QCG Supervisor shall review QA Procedures and Instructions to assure field implementation capability.
i QA Procedures and Instructions shall also be submitted to the Owner's Site QA Supervisor and the B&R Construction Project ,, Manager for review, pric,r to issuance. Also, QA Procedures / '! Instructions that contain design inspection criteria shall be , j submitted to Engineering for review. Only revisions that i, affect design inspection criteria need. to be reviewed by Engineering. The originator of the QA Procedure or Instruction shall be responsible for resolving all comments of the reviewing parties prior to submitting the docunent to the QEG Supervisor for approval. l . QA Procedures and Instructions shall be transmitted to all reviewing parties utilizing the Procedure / Instruction Review Fonn (Attachment 2). The reviewing parties shall i, record their comments on the Procedure / Instruction Review Fonn, sign, date and return the comments to the QEG. The l l, originator shall resolve the comments, obtain concurrence l' on the resolution from the reviewing party, record the resolutions on the fonn and forward the completed fonn to I'- the QEG for docunentation of completed reviews and comments l li and filing in the procedure / instruction history file. l' i
? -
. BROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE
' JOB 35-1195 CP-QAP-6.1 6 gg 6 of 8 f .
3.5 APPROVALS QA Procedures and Instructions shall be approved by the QEG Supervisor prior to issuance of the document. In addition, all nondestructive examination procedures shall be approved by the Site NDE Level III. 3.6 REVISIONS
., Revisions to QA Procedures or Instructions shall be prepared with change bars in the right margin, and reviewed and approved in the same manner as the original document.
3.7 QUALITY DOCUENT CONTROL QA Procedures and Instructions are distributed .and I controlled in accordance with QA Procedure CP-QAP-7.1
' - 3.8 TRAINING l
i l Personnel training on new or revise & procedures and i instructions shall be accomplished in accordance with
- QA Procedure CP-QAP-2.1.
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. INSTRUCTIONS e
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3NCON.:ORMANCE REPORT (NC.
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TB. X-R.C.PC.R.V ,0,1. . , , , SEE BELhW_
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,o m.~=.co-oirso..,
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~ Reactor vessel machined end prep at 22oAZ E1832' .
2.' 1 & 2
@ m:n:
1
- s. circle Cse) not in accordance with MES 52.01-107A (ove'r 3/4" wall thk. end prep) and Cor. bus' tion Engineerincj
@ flSSS
. - fab d'wg.#E-1.07,73 .121-003. See 'attdchment for'-
C:a:cricl/scrueture(57 ::=)..)
. ~
dimensions. - - Reactor Vessel - - Q*) -
~
(compancet)__ (Wastinc%ma Ven:icr) - . e. .m . 1.oc;.TIO::: ?.ec. , 5:crau. (Insta11edj .w 05 - - (Circle .c e;, . s Hold Tao Applied M-1038.
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~ ~ n L. R. Shaw ., '7-24 -
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- 4 DAT E8 173 Rcv84W/APraovna: $
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' 3. T. Nerritt
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.f T.UF-4 92 3 A .XAS-UTILITIES SERVICES I. -
. . , . .=
. OFFICE MEMORANDUM h ' #[ .
,.J ,' r~, U. D. Douglas cien h Texa. ' July 27. 1978 1
subi.ct COMANCHE PEAK STEAM ELECTRIC STATION ~
. .- , 1981-83 2300 MW INSTALLATION .
.~
.. ;.g . REACTOR Ykar-1, NOIZLE WELD END PREPARATION -
ii.b ., REF: 1) NCR-M-1038 ,
$y 2) TBX-M-171 . .
=- ..
. t .' :- ,
.u . . Attached are ccpies. nE NCR-M-1038 and TBX-M-171.
;c .
y- A review has beere_nade on reduced section of nozzle as shotm
,-.- on NCR-M-1033. We. concur with the Westinghouse Recommendation h, to use as is. Also, follow closely other instructions set forth ' .b..' in TBX-M-171. -
This should cier 9.e- subject NCR. .
~ . Please advise if more information 'is necessary. . .,t S .
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J. Residn[ ' i i ATION
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. R.-E.-Holloway .
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/ CPSES I~ .
SIE G 19 3 r. J j T. !!EP.RITT
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l C:: - JEED-Fld' PRE't:. E. - . .,_, ,,. -~ c;M:.. n .105
& REACTOR VESSEL !!0ZZLE .... _ _ _ ,
i.E..~. R.EF: !!CR41-1038 .
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'3- .... . . . . . . . . _ _ _ . _ . . . . . ._
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The referenced tita dec:=ents a reduced.section on one of the Reactor E. .
.&. Vessel nozzle weld end preps. The condition appears to have'been ...
caused accidently whiie doing some cosmetic grinding. The condition
~ .
y- is not repairablein that a try at bringing the weld prep back to - drawing tolerance.wenid probably result in a more severe condition.
.[
. Westinghouse re. wds. using the nozf e as is, and that the area of the l
5- reduced section be subjected to close detailed examination after the
/JN' ._ront is pulled and the first .two passes of filler metal are applied.
.. .. jN' '
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G e v g ti M9 'M40 Gibbs & Eill, Inc.
. Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-12 4.7 ERECTION REQUIREMENTS 4.7.1 Prior to erecting fabricated assemblies, the Contractor shall inspect all exterior surfaces, and interior surfaces where possible, for cleanliness, damage, welding, and coating.
Unsatisf actory f abrication shall be cleaned or repaired prior to rigging to position to minimize erection delays. 4.7.2 The Contractor shall always keep in mind that the Work includes nuclear code piping and, as such, maintaining cleanliness is mandatory. Preservatives applied to pipe and piping components for protection during shipment and temporary storage shall be (. completely removed by the Contractor according to the - manufacturer's instructions. . 4.7.3 All piping shall be installed according to composite piping drawings and other drawings and instructions approved by the Engineer so that excessive or destructive expansion forces will not exist either in the cold condition or under conditions of I maximum temperature. 4.7.4 After pipe has been brought into position, the pipe and other material and equipment shall be checked for conformity to design dimensions, elevations, and equipment location as shown on the composite piping drawings or other drawings approved by the Engineer, as applicable. Weld fit-up gaps and alignment shall be inspected and documented by the Contractor. 4.7.5 Unless the joint is being worked on, the pipe ends shall be i covered at all times. If it becomes necessary to place a welding ground cable clamp in the end of a pipe, a hole just large enough to accept the clanp leg shall be slotted in the cap, (- F01AE-59,gg
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. (' Gibbs & Hill, Inc.
Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-13
- 4.7.6 Final connections to equipment and valve flanges or nozzles shall be accomplished by adjustment of the piping and supports to provide accurate alignment at these joints without stressing of the pipe, equipment or valves. Springing, bendine, or localized hy tine to alian the connection =h=11.not be done R ren thW Cor. ractor erenares and submits a crocedure and obtains written approval from the Engineer. Immediately after the piping coEaucusons nave been mace to motor-driven equipment, the equipment coupling alignment shall be rechecked. If it is i determined that strains are being imposed on the equipment, the piping alignment, not the equipment, shall be adjusted to eliminate that strain. Coupling alignment and checks shall be according to specification 2323-MS-101.
k< 4.7.7 (Q) Piping alignment lugs, straps, braces, preheat and postweld heat treatment equipment are permitted subject to AEME Section III Boiler and Pressure Vessel Code, Paragraph NB 4231.2 for Class 1, i NC 4231.2 for Class 2, and ND 4231.2 for Class 3 piping'. Shims l used in obtaining dimensional tolerances between pipe and I structure shall be of material compatible with that of the structure to which it would be welded. ( 4.7.8 (Deleted) 4.7.9 Approved welding procedures and qualified welders shall be requisite to all welding operations. The owner shall have the authority to halt welding operations should he deem it necessary due to nonconformance wi the meaning of this paragraph. j, 4.7.10 I Welding or bolting of connections at equipment shall require the approval of the owner prior to starting of this operation.
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. Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-17 When locations specified on the design drawings result in clearances of less than that specified above, site engineer-ing should be contacted for resolution.
- 2) Minimum slopes as designed on drawings must be maintained for proper venting and
; drainage.
- 3) For clearance of pipe (with an operating temperature of 200 F or greater) from hangers, walls, ceiling, hand rails, etc., other than pipe to pipe, a minimum of one inch shall be maintained, including pipe insulation. All other lines may be installed with a clearance
, only for insulation. However, on a case by
\- . case basis, it might be necessary to notch insulation to establish clearance, which will .
require Engineering approval. 4.9.6.1 The Constructor shall be responsible for performing an interference check prior to relocating the piping and shall avoid creating new interferences in the process of doing so. l l The Constructor shall document the revised pipe routing on his piping drawings (BRP's) and shall submit them to G&H for l incorporation in the G&H stress analysis when applicable, and the l- G&H composite drawings. Deviations from design locations which exceed the erection tolerances specified in paragraph 4.9.6 will be subject to a confirmatory code analysis by G&H. G&H will inform the Constructor if the relocation is found unacceptable. , 4.10 INSTALLATION 4.10.1 i High point vents and low point drains, shall be located and ( installed by the Contractor as shown on the composite drawings. I L I
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Gibbs & Hill, Inc.
. Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-18 4.10.2 Instrument and control piping within the confines of equipment packages shall be routed and installed in accordance with manufacturer's instructions. All other instrument and control piping shall be routed and installed in accordance with drawings p and details.
4.10.3 (Deleted) 4.10.4 ! Parts that are to be jointed by welding may be aligned and held in alignment durina the welding process by the use of b._a_rs a , jacks, clamps, or, for -safety related piping, attachments as
. covered in paracraph 4.7m7. Any mechanical device used tc~~ align k *. and hold stainless steel pipe material or equipment during the welding process shall be arranged so that only stainless steel or .
l other non-contaminating material comes in contact with the pipe, material or equipment. 4.11 PIPE DEFECTS AND REPAIRS 4 4.11.1 i Mechanical marks, abrasions, or other surface defects including I cable marks, tool marks, or pits may be removed by grinding and l blending. After grinding and blending, the area shall be liquid penetrant or magnetic particle checked to assure removal of the
- defect. Surface defects no deeper than 1/16-inch need not be repaired if the defect does not encroach on the minimum wall thickness. .
4.11.2 Surface .fects that encroach on the specified minimum wall thickness shall be repaired by welding, as limited by i paragraph 4.11.3. Welding required in the repair work shall be done to an approved qualified welding procedure and fully l documented to the satisfaction of the Owner. After welding is ! completed, the area shall be ground and blended. As a minimum, l ... T. the entire area shall then be examined by liquid penetrant or
- " magnetic particle. For nuclear safety re, lated piping, ASME B&PV Code, Section III paragraphs NB 2539, NC 2539 and ND 2539 may require additional inspection measures. For i
> Gibbs & Eill, Inc.
. . Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-22 surface to sound metal as verified by a liquid penetrant examination. Flame cutting is allowed for carbon steel, provided the surfaces are satisfactorily ground smooth following the cutting operation. The material shall be preheated to the. same temperature used in the Contractor's qualified welding procedures prior to torch cutting.
4.13 COLD SPRINGING - 4.13.1 Cn piping systems requiring cold springing, if any is se defined by the Engineer, the Contractor shall complete all work to the l- point of the final weld indicated on the drawings. All hangers shall then be adjusted to the cold pull position as indicated on
- the drawings, and the offset and gap of the final joint shall be accurately measured and submitted to the Engineer for a; proval prior to closing the gap.
4.13.2 After approval of the gap dimension or rework to achieve the
., specified gap, the Contractor shall adjust and thoroughly check all rigid restraints in the system which are to resist the gap closure forces. Tackle employing laboratory calibrated dynamometers shall be employed to impose the specified vertical and horizontal forces to close the gap, and should the gap close with less than the specified force or not close completely at the specified force, the owner shall be notified for resolution of the problem.
4.13.3 Since cold springing is achieved through induced forces, the possibility of imposing forces of excessive magnitude on rigid
- restraints and equipment connections must be recognized.
Therefore, the C . tractor shall exercise caution in measurement of pipe and equipment nozzle locations and final gap clearances in order that gap closure forces may be determined accurately. Closure force determination shall be submitted to the owner for approval. (.
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I l 4 ( Gibbs & Hill, Inc. l
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- Specification 2323-MS-100 Revision 8 July 5, 1984 Page 4-23 4.13.4 The final w e '. d on cold sprung piping shall require the use of pipe alignment clamps and retaining the closing force tackle in its final pcsition at the time of gap closure to assure that spring forces are retained in the system. After completion of the final weld, the hangers shall be readjusted to the cold de' sign position.
4.14 COLD BENDING 4.14.1 Cold bending of any nature for pipe sizen larger than 2 inches shall be done only when approved by the owner prior to each specific instance. Two inch and smaller pipe size may be cold {- bent as deemed necessary by the Contractor. The Contractor shall . submit his procedure for cold bending to the owner for approval. . The standards of PFI Standard ES-24 ASME Section III, and ANSI B31.1 with respect to bending allowances and buckling control shall apply.
, 4.14.2 Minimum pipe bend radii, measured from center of curvature to center of the pipe cross-sectional area, shall be five diameters.
4.14.3 - i Cold bent carbon steel pipe using bending radii five times the nominal pipe diameter or greater shall not require subsequent stress relieving. - 4.14.4 With prior approval of the Owner, cold adjustment of carbon steel pipe assemblies to correct minor dimensional discrepancies shall be permitted without subsequent heat treatment. l L -
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ATTAC+1ENT L (DC N NrATIGt C45 2 LI.TT PACIAE MAltK lui. n E . u - o o b . g A n ei IM 9 D OF 84Etf TTM OF 00C#UT Ln Manufacurtag llacard Sheet (lats) ,,_ ,,, ,
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IAk lief d Ftlier Maartaf t.sg ('dFM.) , , , , , , , , , , , _ 4Mk Materf af, !derretffcation Lag (MIL) , , _ , , IMk lhm-Qastructive tamrfnation Neport (NGER)_.
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m ved., 0.cu. mate S \ liessir Pmcass sheet (NPS) 'deld Ma(s), j(s d b.s .2 / 0 tion rm i.e (ar) Grawfag (!sstudtng CC) l _,, 12.Ak Maarf&! Hoguisitis (Mt) .,, L2.nA- MtscalTaneous (Describe 8eIam) The asetents of mis .aceaem as Itsted aanve have toen nyie=d per ::.e metrammen of C'418.1 and are asustaaIe.
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I ARMS INDEXED DATE: CONSTRUCTION OPER ATION TRAVELER 35 1195 D 0 TRAVELER NO. glPfAEKT NO.~,g.~, (( [ UNIT NO. [ QUANTITY @PAGEJOrj
@Wf 78 -cob-Ss*M~ ~ wsep2 08 1 1
@ keIn'oE oE [.b."11bbrth$c'sbEls [ [3Y3-II ISIO SPEC./ PROC./ENG. INSTR. gLOCATION g SYSTEM
!!S-100 , .- R.B. F1 RC PREPARED BY 7 Mw ^' DATE 11/17/78 DEPT.1'e l d i n o F n n i n e e r i n t)
REVIEWED B #H DATE // WM QA/QC ENG ANI ANI REVIEW D DATE b 9 QA,0C OP. NO. DEPT. OPERATION ENG ANI NOTE: This traveler is issure for the removal of indications on the I.D. of the weld root only p e r d i s p o s i t i o n o n N C R # A/f -/p 'g /4k, s.7p 1 Q.C. Perform liquid penetrant examination using f EDP 300 of the entire I.D. root weld.
-[pj' 2 FI Ct.refully grind and/er buff the unacceptable g indications to a depth of 1/15". Care shall be g,p.y exercised not to grind nn base material.
3 Q.C. M Spray developer on the r;round areas to check if indication is removed. If satisfactory oo to [g step 7. 4 P1 If indication is not removed, grind an additionalM 1/10". MDM 5 n.C. Spray developer on the gro d areas to check if P,p #d
!4 indication is removed. atisfactory go to WW/,&)
step 7. g W' C PT If indication )Ye mf grind in increments pth of 1/4". [*8 If indica o lie is p work and WW notify Pro e le ginfer r futher
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%g [ 1.'asti'ighouse, i bbs- 11, & flRC prior to final , g-/- 'i ,
PT of excavatio. Attach f!DE report of final , g g\. accentance. ' t l-7/ ,
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.O W H& ? O OT, INC QAfEp,OR,9 ; RE CEIVED l{,
errN. QA REVIEW , ,
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FILE NO. l
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CONSTRUCTION OPERATION TRAVELER REVISION RECORD SHEET TRAVELER NO. ACTIVITY DESCRIPTION PAGE l'E 7 *,- 0 0 6 - 5 5 0 5 Loop 1 Hot Leg FW#1 Removal of I.D. weld 1 Op 1
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EQUIPMENT NO. 5-U- 14 0 indications T8X PLPCF
@ My @ G REVIEWED BY @ REVISION DESCRIPTION d) QA/Qc l' ANI "O ENG INITIAT.
ED BY OC ANI d) /t.2a- 4 $8' 7 70
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I W QUALITY ASSURANCE DEPARTMENT SERIAL NUMBER Pr. Ng _ 1278 NDE LIQUID PENETRANT REPORT PROJECT: JOB NO. UNIT / PAGE / OF / DR AWING EY ST EM CLASS
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W E LD/IT EM ID E NT IF ICATIO N [fof tg 20 3OOTHER LOCATION 4 f:v- l EB*/ MT L. T Y PE MT L. T HICKge s " G, LENGTH JVgo
*L 7f <.f.,, C b DIAdWIDTH LENGTH ETAGE OF MFG. JOINT
@4tEPAIR @ OOT OlNTERMEDIATE OFINA L OBRN OsKS OlNS @ PEN BUTT O OTHER P E N ET R A NT OWELL TIME MFC. kA A/A MA l9RANO $D5hCh tC /$N/ Al*
CL EA NER V MFG. AquAhuv 18R A ND SP*blWcf( DEVELOPER V DEVELOPING TIME MFC. 44 AJO ME 15R A ND $ gek 96!( 7 /// M NOE PROCE SURFACE UREp. M di O O AS WELD ED hMOUND O OTHER SKETCH & REMARKS COD ' M i 1 QtO l l 4% k. ,.. . A g ,
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UUAkil Y ASSUHANCE DEPARTMENT SERIAL NUMBER PT. NDE LIQUID PENETR ANT REPORT PROJECT: JOB NO. UNIT PAGE OF C DRAWING W E LD/IT E M ID E NTIF ICA T IO N SYST EM LOCATION CL A SS 10 20 3 OoTHER MT L. T YP E MT L. T HICK i DIA/L E NG TH l' O f AJWIDT H LENGTH STAG E OF MFG. JOINT ' O R EPAIR O Roor OlNTERMEDIATE OFINA L OBRN OBks OlNS OOPEN BUTT OOTHER ' P E N E T R A hR DWELL TIME MFC. l B R A NO CL EA N E R MF G. IBRAND DEVELOPER DEVELOPING TIME MFG. lBR AND NDE PROCEDURE NO. SURFACE O AS WE LD ED OCRoUND O OTHER SKETCH & REMARKS l 0 00 i I Gio l i k \ og6 x % (6%
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<d 9.h ACCEPT ANCE S10 DATE IN6P ECTO R ACCEPTO R EJECT O / /
CERi4FICAllON LEVEL Q A 50% i NO-300/1-0
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OUALITY ASSURANCE DEPARTMENT SERIAL NUMBER Pr.N 1280 9 i NDE LIQL.flD PENETR ANT REPORT 1 PROJECT: JOB NO. UNIT / PAGE / OF CLAS$ DR AWING 5YSTEM Bff RC-/-J~A O--/ ffoS 1% 20 3DOinER LOCA T ION W E LD/IT E M ID E NTIP ICA TIO N rk-/ A f '/ MT L. T YP E MTL, H4C Aje.79 OIA/ ENGTw eyg 33 TM # 9,oiA./wtoTw LENoTH JQlNT STAGEOJ MFG. PEN BUTT
@R EPAIR ROOT - OINTER MEDIATE OriNA L OBRN OBKs OlNS OOTHER PE N E T H A NT DWELL TIME MFG. R C) As e lB R A NO o C ec CL EA N E R MFC. A V C4 W lBR AND q%L c.bec ,
DEVELOPING TIME DEVELOPER MFG. QtA. A14 M lBR ANO 04- C 0c / NDE PROCEDUR E NO. SURFACE 4/OIP 3M O AS WELD ED GROUND O OTHER SKETrH & REMARKS g a . i .. o o suc.A./ . .e- - 3)l4 A;+ea e 0 00 - - - I:c o - ave @" un s<; , YB C -
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Brownf5 Root,!ic. QUALITY SSURANCE DEPARTMENT SERIAL NUMBER PT-NDE LlO ID PENETRANT REPORT PROJECT: JOS NO. UNIT PAGE OF DR AWING 5Y3 TEM CLASS 10 20 3OOTHER WELD / ITEM IDENTIFICATION . LOCATION MTL. TYPE MT L. T HICK OI A /LE NG T H DI A./WIDT H LENGTH ETAG E OF MFG. JOINT O R EPAiR O Roor OlNT ER MEDI AT E O FINA L CBRN Oaks OlNS O OPEN 8uTT OOTHER IENET RA NT OWELL TIME MFG. l8 R A Nr) C L EA NE R MFC. l8RANO DEVELOPER DEVELOPING TIME MFC. (BRAND NOE PROCEDURE NO. SURFACE DAsWELoEo OoRouNo OoTHER SKETCH & REMARKS 0 00 1 1 1 QlO I O sa*
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l ATTACfCfT L INC2effATION CiEK L137 PAcusE MMtx nc.* W E .7s- nB- AM5 sugs orpaEU M OF 00c M NT ta Manufactring Recort shes: (Mits) ,,_,,,, ,
- _ , _ , , , _ , 1.wk Wald Osta Card (WDC) Weid Mo(s).e A ,
I.ak Wald Filler Maurial t.sg (WFM.) , _ _ , , , , , _ ! &,n Maurf a!, Identiffcation t.sg (MIL) , , _ , f.h Aas-Castrvertwe f.sarfnatton Aapert (30ER) ,,_,,,,_,, ,, } f. n Eespecti m Amoe F. (!R) . . , . _ , , . , _ , , j T.h Amann*runnseAssert(3C2) , _ _ , , , I 8.h Veder Oeussenutten , , , , _
.., ,, f.nl Annair Process Sheet (RPS) We14 Ma(:).dA 4
tg.3 opentfen Trawler (OT) ,,, _ 11.h Orurf ag (tscludtag _, iz..a .rt. 1.eg>> s .. { e o.,e . si . Aiew>s c.p. . s s . r 's l The surneres of erf s sackage a as aanva, f stuk paw. ,yj'
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teen ruvf eed per =4 l' reef reens of 94AP-ts.1 aneart'assertaster k / i Ni dg1%U6 A k M t.- Wmmc O M - s\saWeded2A 5 0 $ + 0 ?fe $ C643%c.d d l AtcyhMM q'@ as aserwanuttv. hahYrd l nam -b N ! 13 font 3mmer cf 7tges in 7aczage , ! Jat M b AVL. i fpt .L A s %4
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- ARMS r *m,-' -[_ T.- =
1 i z i3 5 _; INDEXED . SE 78- 022 - WE - CONSTRUCTI OPERATION TRAVF.LER 35-1195
'" OF TRAVELER NO. EQUIPMENT NO. S [ UNIT NO. @ QUANTITY @PAGE
@(AltlS*O29- SfoS"' @TC"-RCDCr ' 1 1 1 AC IVITY DES I REFERENCE DR AWINGS O8RC dold Lec kRIPTlkation F8 7 *. I,Lcen fl nsta 2. J. "l -G T' LOC,ATION SYSTEM SPEC./ PROC./ENG. INSTR.
_ /) RP *1 "C I'S-10. n f . PREPARED BY 8d O 'rN' d DATE 'UOW DEPT. LM - N REVIEWED BY r9 /Z DATE A2'8 QA/QC ENG ANI ANI REVIEW < - 2 DATE / , QAeQC ENG ANI OP. NO. DEPT. OPERATION fiOTE: All work is to Le acconnlishc:' in acccr anc. :ith C 3 R CP Crit-0.0 and Draifino GRP-Rr-1-520-1. For Inspection *:old Points see approorD.te "cl
- Data Card.
I "C .' ensure and docum7nt PL Punn. RP'/, and Cold Leo wal:' cr.;' IM Record reasurenents on attachrent C.
+ cos dinensicns.
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DTE: :ce attachnen: 16 fc: alirnaca.t of Stect Ge'1erator an:' Funo. .
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/11pn and fit RC Pu r-Cold Leo and EP"-Colt Lee
- ' rI cetinections. Both ucid joints, i:'ith respect to the root -
of the joint, shall be fit ?nd aligned in accorc'ance Q' ' with the WPS listed on the appropriate weld data card and CP-CPil-C.9. 0.l.Ib. FE Check and document the dimensions of the Cold Leo on g,/4.;g attachment fl. S ' PI 'tarL center of weld inint per FS" '10 lor. t.n'lv nunch h' .g "E i.crks to c'eternino final teld shrin'vne. Pecer:' o o') initial ,
~^
~g rarc readines at 12:0^ '! : 0' 00" "E I'enitor ant G curent the ucic' n tal ' .1, ;r.c ir e.ch ecid .'oint to attachren'. <.
Y- *. .q.J 3h ::^TE: The eneunt of "cid -ctc i tta **W :lc: c fer t'!c 'irst 15" (r i, hgtlh's a.00,c:.9nrc::. s , ( t'ithin b' of cac' e er ' / a- %. g-s i u/
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION to c 7J'- 0 2 f - 4 '5 0 5' l RC Cold Len Installation FW 7 & 8 P AGL OF_ PREPARED BY ^' DATE / di b f REVIEWED BY DATE ANI REVIEW . ' DATE N OA/QC OP. NO. DEPT. OPERATION ENG ANI p 8 QC The field weld at the reactor vessel nozzle (FW 8) shall be welded out to about k" away (f1 WE ' PI from beino flush. [ 9 WE Pipe The nozzle shall be etched using a solution of 20 m1 hydrochloric acid and 40 ml glycerol OC and 10 m1 nitirc acid to etch out inconel ban'i. The stainless steel and inconel boundary shal I be marked with an approved marker, 10 nC The welds shall be contour ground with a . p maximum reinforcement of no more than 3/32" t and shall have a taper of at least 3 to 1. k\. 11 PI Remove all temporary lugs, supports, and bracing. 12 WE Record the final gaae reading to determine -> OC weld shrinkage. M W s\
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"v- ENGINEERING DIVISION $NEET NO. _OF d cutNr TUSI ses me, 35-1195 sus Eci Reactor Coolant Piping Installation sA$ED ON Alignment of Steam Generator and Pump Re uire,mg,nt l N G M O . ,,,
10 CouPuiER cNIL*0. 37 APP'O. af DATE I S_
- 1. Shim the steam generator to the lateral supports as shown on the attached sketch.
- 2. Record the initial position of the steam generator with respect to the lateral support embeds.
- 3. Set dial indicatfor as shown on attached sketch.
- 4. Position hydraulic jacks as shown on attached sketch.
- 5. Temporary stean generator restraints shall be renoved or loosened as noted on attached sketch.
- 6. Take shrinkage measurements after fit-up, and additional measurements after the following stanes of weld completion:
Root, hT, ST, and final.
- 7. ftaintain a minimum positive pressure of 500-800 lbs. on the lower hydraulic jack using a 20 ton porta-power during welding operations from the 0.D. of pipe. The upper jack will be used as required to keep the steam generator within vertical tolerance as monitored by the dial indicators.
- 3. At the engineer's discretion the shimming at the upper lateral support may be onnitted.
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CONSTRUCTION OPERATION TRAVELER 35 1195 EQUIPMENT NO.5014 0 @ UNIT NO.[ QUANTITY OF 3 TRAVELER NO. @PAGE e7P- 02 6- Ss'45- @TRX-PCPCCL-01 1 1 ACTIVITY DESCRIPTION L o o P fio . 1 RE N GS RC rossover Leo Installation FW 3 - _ - SPEC./ PROC./ENG. INSTR. LOCATION gSYSTEM f*S-100 n f p j RS F1 of PREPARED BY NM A 9 EM DATE / 2/l/W DEPT. b' d b r REVIEWED BN W D ATE d* # ~ QA/QC ENG ANI ANI REVIEW "* DATE #A 7~/8 W QA/QC ENG ANI OP. NO. DEPT. OPERATION NOTE: All work to be acconplished in accordcnce with B P R CP-CPl1-6.9 and drawino BP.P-RC-1-520-1. For inspection hold ,oir.ts see appropriate weld dt.ta card. 0 1 Pipe Align and fit the 40 elbor to the Steam Generator outlet nozzle. fit and aligned in accordance with the PPS The joint shall be M hp?) listed on the weld data card and CP-Crl1-6.9. 2 Dipe ltark center of weld joint per FSit-00106. Apply Of?
"i punch marks to determine final weld shrinkane. %d 'i P.ccord initial gane readi at 12:0^. f57S .
h'- "As f3:00_$775 6:00 %i 9:00fo.3/2 N 3 UE lionitor and document the weld metal thickness in each weld joint to attachment 4 1 .i Pipe ifeldino will be di'scontinued at approximately
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46, 5 QC See attachment 8 for internediate RT, PT and WU I!DC reouirements. 6 0C The weld'; shall be contour around with a . O naximum reinforcement of no'more than 3/32" N' \'V and shall have a taper of at least 3 to 1. 7 Pipe 'cmove all temporary lugs, supports and bracinq OC h 0 GC to C , d ';ecordthefinalgpjereagnoshrinkage. pg, h9g 3y7c. M j-]f; determine weld' 9 FE After hot and cold leos are completely welded out and. accepted, record dimensions indicated in attachment "1. These re-dines are to be submitted to nede6 e l engineerine' for revieit ee b O i f k
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1 s s 1 BROWN & ROOT, INC. ENGINEERING DIVISION SHEET No, 1 0F .,,3,1 cutNT TUSI son na, 35-1195 sussEcf Reactor Coolant Piping Installation easto oNAlignment of Steam Generator and Pumo Re uire,ry,ngs g no, 10 COMPUTER CHL'8, BY APP'D. Bf DATE 19_
- l. Shi the steam generator to the lateral supports as shown on the attached sketch.
- 2. Recor~d the initial position of the stean generator with respect to the lateral support embeds.
- 3. Set dial indicatior as shown on attached sketch.
- 4. Position hydraulic jacks as shown on attached sketch.
- 5. TeiEp6rary steam generator restraints shall be renoved or loosened as noted on attached sketch.
- 5. Take shrinkage measurements after fit-up, and additional measurements after the following stanes of weld completion:
Root, lT, a bT, and final.
- 7. f!aintain a minimum positive pressure of 500-800 lbs. on the lower hydraulic . jack using a 20 ton porta-power during weTdTrio ' ope ra tion s f rom the 0.D. of pipe. The upper jack will be used as required to keep the stean generator within vertical tolerance as monitored by the dial indicators.
- 3. At_the_ engineer's discretion the shimming at the upper lateral support may be onnitted.
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. .s CONSTRUCTION OPERATION TRAVELER 351195 i TRAVELER NO. EQUIPMENT NO.50140 @ UNIT NO.[CUANTITY @PAGE --
OF e7F- 02 5- Sstis- @TBX-RCPCCL-01 1 1 Q ACTIVITY DESCRIPTION Loop No. 1 (j]REf ES(NCE D64Wif4GS W RC Crossover Leo installation FW 3 v dazJ-r11-Ubru SPEC./ PROC./ENG. INSTR. gLOCATION gSYSTEM MS-100 n ,/ /) j RB #1 RC PREPARED BY M S MM DATE # 1/I/N DEPT b#'
- 4 REVIEWED 8 4 DATE M~I~Y QA/QO ENG ANI
., ANI REVIEW -1' DATE AO'7~/8 QAmc OP. NO. DEPT. OPERATION ENG ANI NOTE: All work to be accomplished in accordance 1 with B & R CP-CPM-6.9 and drawing BRP- - RC-1-520-1. For inspection hold points see appropriate weld data card. I 1 Pipe Align and fit the 40 elbow to the Steam
, Generator outlet nozzle. The joint shall be fit and aligned in accordance with the WPS j listed on the weld data card and CP-CPM-6.9.
!' 2 Pipe Mark center of weld joint per FSM-00106. Apply 1 UE punch marks to determine final weld shrinkage. Record initial gage reading at 12:00 , 3:00 6:00 9:00-
~
3 WE Monitor and document the weld metal thickness in each weld joint to attachment 4 4 Pipe Welding will be discontinued at approximately g"~depositedmetal. l 5 QC See attachment 8 for intermediate RT, PT and i WDC requirements. , 6 QC The welds shall be contour' ground with a 4 maximum reinforcement of no more than 3/32" I
- j. and shall have a taper of at least 3 to 1. j.
l 7 Pipe Remove all temporary lugs, supports and bracing , l QC T { Al rnae , 9 FE AfterhotandcoldIvgf"TIIr.4fchghiyeY)[e lded I; i out and accepted, recttd dimensWfis fittliciated . l in attachment #1. The y ee # 6 9 arcatoIbe
- submitted to mechanical engin,eeriri OWN & RO O T' l h <
- prior to installing cilosure' 5%gtobe[ for r4vitSRpECEIVE u
i ordered by WestinghouAe. D
. QA RECORD I e *. RTN. CA REVIEW DEC 0 719 re j
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CONSTRUCTION OPERATION TRAVELER REVISION RECORD SHEET TRAVELER NO. ACTIVITY DESCRIPTION PAGE Loop No. 1 We7#- 026 -#f05 RC Crossover Leg Installation FW 3 OF EQUIPMENT NO. 50 140 TBX-RCPCCL-01 Q nev @ @ REVIEWED BY @ REVISION DESCRIPTION @ cAeoc @ ANI
"" '"8 INITIAT.
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. __._. 2.uk Weid Osta Card (WDC) Weld 3a(s).
2.Ah Weid Ft11er Matarial t.og (WRt.) ,___,,,, 4.dk Matarf ai Identiff cation I.sg (MIt.) ,,_,, f.dk Non-Gastructive tamrination Aeoor (30ER) _ , _ _ , , _ _ _ , , j t. 9 Inspectfan Aesort (IR) , _ _ , , , , _ , T.dk Nansnearwunce Aspert (act) , _ _ , , 3.NL Yender Docusantatton . ._ g.AL 2nnair Pmcass Sheet (.95) Wel4 No(s). TA.n Openefon Traveler (OT) , , , , _ 11.e4L Drawing (Includtag CMC) _., N Material Requisitten (Mt) ~ l ' m an.-- (ae.cr4.e sei )
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ARMS INDEXED D^ CONSTRUCTION OPERATION TRAVELER 35 1195 TRAVELER NO. @ EQUIPMENT NO. @ UNIT NO.@ QUANTITY @PAGE1OF1
@R/6 7 9 -dM - d'52>r BRP-RC-1-RPT20 1 2 ACTIVITY DESCRIPTION K moyai ot arc
@s t ri kes en loop 2 d QREFERENCE DRAWINGS 2323-M1-0520 t ten & Loood-ee+F SPEC./ ROC./ENG INSTR. LOCATI --! C i -O g( SYSTEM n/ 2 9/? P DEPT. bM by PREPARED BY NM A'D M D ATE REVIEWED BY _ N< DATE 4 ! 7I QA/QC ENG ANI ANI REVIEW *~ DATE M N ~~
QA/QC ENG ANI OP. NO. DEPT. OPERATION 1C(v) NOTE: f!o work will te performed until NCR - FL'de has been c r,1ctcl 7 3 c c xi ;c' . < D Spos > ~1o a cfD s/41r~h 1 Pipe Remove arc strikes by buffing. The depth of f.k, WE buffinq shall not exceed 1/16". Project weld- c 4*
- T inn Enoineer or his designee shall be contact- #N
')CTw) ed' prior to removal of a'rc strike. k77 k 2 UE Etch ground areas using a solution of 30" solu- ly'i.
After etchino, immediate. ' l
~Il tion of Nitric Acid.
GCTwl ly wash the ground areas with distilled water . ,f and acetone. vt All the "X" allo.v must be removed. If an "X" g. alloy is present, it will have a different hue gu[ than the base material. 3 QC(W) Perform liouid penetrant examination of the g/f. g'r//iy 6d W / 11 ground areas using NDE P-300. 4 QC(W) Measure and record the depth of ground out g,j, areas. ic,s r m
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CONSTRUCTION OPERATION TRAVELER REVISION RECORD SHEET TRAVELER NO. ACTIVITY DESCRIPTION PAGE W 'OM-*T # Removal of Arc strikes on Loop 2 Hot Leg and .LOF1 ) EQUIPMENT NO. Loop 4 -GGid -leg a ! noo. or*_1 or con 4 l
'It ANI 6mtv @ (FREVIEWED BY (D REVISION DESCRIPTION @ CAeoc M
or N INITIAT-
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Pmt Ohne Bm 1001. C!cr R. -. Ti s u %N T QUALITY ASSURANCE DEPARTMENT l NDE LlOUlD PENETRANT REPORT PROJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT / PAGE / OF [ j oRAWING SVtTEM CLASS { i crM O > O oTNE. BNP- N(-/- NF-S20 -/- 2 WELo/ ITEM toENYlFIC ATaoM Nc/s.re:>S loc ATlo A/FAf A E 4/ # 52- RA M T L. 7 Y P E M T L.T HIC K al A/LEN GTM LENGTM I
- ol A/WloTM FENETRANT NoE PRoCEoWRE No.
SPOTCHECK CP NDEP 300 i u rG. MAGNAFLUX lmRANo CLEANER u P G. MAGNAFLUX~= leRANo SPOTCHECK l o 3 V E Lo PE R M rG. MAGNAFLUX inRAMo SPOTCHECK l SusPACE , 57^a t o r "'a- O ENoPREP O ExCAvATeoM O REP air O Root O iNTERMEo ATE MN AL O ASwEcoEo M ouNo O oTMER owELL TIMg oEV ELoPtNG TIME 7 /7/W i
/47 MI A REMARMS ggc $rR/KE RU?t.)L/Ab ACCEPT ANCE Sf o. oATE ASME SECTION 111 YANSI B31.1 O ACCEPT [ RE;ECT O CERTIFIC ATioN LEVEL 3 / 2/ / 77 INSPECTOR / A W. f. M,,) JE * ^ ' " ' " - * * " ' ^ "
O ENo PREP O ExC Av ATioN O REPAIR O Root O iNTERMEo ATE O rim AL OWELL TIM E oEV ELOPING TIME ,
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BNSPECToR i CERTIFIC ATioN LEVEL DDD\/ ST A G E o r M PG. ' " O ENo PREP O ExC AV ATioN O REPAIR O iiooT O iNTERMEo ATE O riN AL l"""O AS wELoEoO GRouNo O eTNER f oWELL TIM E oEV ELOPING TIME REMARMS ACCEPT ANCE STo. oATE ASME SECTION lli O ANSI B31.1 O ACCEPr O RE2ECT O / / BNSPECToR C ERTIFIC ATioM LEVEL I No-3 00/2 i 12/30/74 QA 505-0A
-@ Brownf5RootJnc.
Ibst O%c Bos 10m, Cen Rose, Tnas N.N3 OUALITY ASSURANCE DEPARTMENT NDE LIQUID PENETRANT REPORT PFIOJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT I PAGE / OF ] Dn AwtNG SYSTEM CLASS
' V 10 'O as"E" BA'P- RL - /- RB - S 2 0-/-2 QBONC/550S LOCA WELD /tTEM IDENTIFICEAT ON NEAR FU 9 R0 M T L. T y P E M T L.T NIC K 94 4/LEN GTN "h o1A/WIDTN LENGTN PENETn ANT N DE PROCEDu R E NO.
u rG. MAGNAFLUX lanANo SPOTCHECK CP-ND EP-300 CLEANEn MrG. MAGNAFLUX lmeANo SPOTCHECK l DEVELOPEn u rG. MAGNAFLUX lanANo SPOTCHECK l ST AGE OF MFG, SunPACE O ENoPnEP O ExC Av ATiON O nEP Ain O nOOr O iNTEnuto ATE min AL O AswELoEo [PGnOuMo O OTNEn DWELL TIME DEV ELOPING TIME
/0 MM/ 7M/W NEMAnMS
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DWELL TIM E nRMAnKS a' ACC EPT ANCE STD. DATE / ASME SECTION lli O ANSI B31.1 O ACCEPr o nE;EC O . '/ / INSPECTOn CEnTIFIC ATION LEV EL i i O ExC Av ATiON Sua'^c5
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&,n Maur4ai, Identiffcatie Lag (MIL) f.n mes.0astructive taasrfnation Aaport (30ER)_,__,,
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T.n nascentruance Amport (act) . _ _ _ . . 8.M Veder Documanetton . .. _ gM Ramatr Process Shearc (RPs) Weld Na(s). N.1 Opemtfon Traveler (CT) _ n.n ar-f., cz.ct.ef., cc) _, 12.n Maurfat Requisitte (Mt) , , , tu, Min ii e = = ca.scre w ser ) ~ A**** . The r fr curmses of ein. ar. af o.a m-is. sectaI' a _2 as N.
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1NDEXED ,_ / 9 /. 5 5 m ws 78-on ssos CONSTRUCTION @Rf8ATION TRAVELER 35-1195 TRAVELER NO. EQUIPMENT NO.5014 0 @ UNIT NO.@ QUANTITY OF uj e 79- 0 24 - 550 S'~ @TBX-RCPCCL01 1 1
@PAGE - --
/B ACTIVITY DESCRIPTION Loop Go. . REFERENCE DRAWINGS W RC Cross over leo installation FP 11 2323 "1-0520 SYSTEM
@' SPEC./ PROC./ENG. INSTF. gLOCATION @'
f'
!'5- 1 % q / / RE -
PC PREPARED BY O' NNM DATE /2/' N DEPT. REVIEWED B - 'h< DATE /S d - M QA/QC ENG ANI ANI REVIEW / MM DATE M N QAeQC OP. NO. DEPT. OPERATION ENG ANI fl0TE: See attachment 10 for alignrent of Stean Gererator and Pump. 1 OC Perform PT using MDEP-300 2 QC Perform RT uling ?!DEP-101 g 1 M If rejectablt indications are found, perforn repair with a PDRC.
/ See attachment 8 for intermediate RT, PT and WE A u/E HDC reau i reen t s . *
*/,g 5 nc :tonitor and document the weld metal thickness "E in each weld joint to attachment 4.
/ IIPC ;" T D The encuat ei weld netel deposited ia cach weld for f;rse ik ':p c _ i te d sMll bc ;pprex. : t h i r ';'---o f_each-ether .MAM'E e/(/4 6 ^C The welds shall be contour ground with a .-
naximum reinforcement of no more than 3/3'!" . and chall have a taper of at least 3 to 1. ,lLAI 7 nC Renove all temporary lugs, sunports and bracinn % 0 nC Record the final cage reading to deterrine oe'*f "E " eld shrinkage. #+4 o After hot and cold leos are completely welded ' rE ,p,t! out and accepted, record dimensions indic-ted ,' in attachrent H. These readings are to be c submitted to mechanical engineerino for
- 7 review prior to installinc closuEe J c , r tp Aq ,
ordered by Westinghouse. M- h,1,U D , wu sw
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QUALITY ASSURANCE DEPARTMENT I NDE LIQUID PENETRANT REPORT PROJECT: COMANCHE PEAK JOB NO. 35 1195 UNIT / PAGE / OF / wawsNG SYSTEM CLASS 8dP- K- /-5.20 -/ Loop.:7-3So /4 - / ' W s O > O orNEn WELD / ITEM sDENTlFIC ATeoN loc A rloM fu) H La#I "M T L. T V P E M T L.T NIC K el A/LENGTN
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. DATE 19._
- 1. Shim the steam generator to the lateral supports as shown on the attached sketch.
- 2. Record the initial position of the stean generator with respect to the lateral >upport embeds.
- 3. Set dial indicatior as shown on attached sketch.
- 4. Position hydraulic jacks as shown on attached sketch.
- 5. Temporary steam generator restrainte shall be removed or loosened as noted on attached sketch.
- 6. Take shrinkage measurements af ter fit-up, and additional measurements after the following staqes of weld completion:
Root, hT, bT, and final.
- 7. Maintain a ninimum positive pressure. of 500-800 lbs, on the lower hydraulic jack using a 20 ton porta-power durino welding operations from the 0.D. of pipe. The upper jack will be used as required to keep the steam generator within vertical tolerance as monitored by the dial indicators.
- 8. At the engineer's discretion the shimning at the upper lateral support may be onmitted.
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[. ',, I INDEXED km 78- 429 -550A I CONSTR%%N OPERATION TRAVELER 35-1195 EQUIPMENT NO.$9 OF 3 TRAVELER NO. 1.* O hUNIT NO. @ QUANTITY @PAGE --
'c- 7F- C 2 9 - SSrf @T0X-RCFCF'i01 1 1 ACTIVITY DESCRIPTION REFERENCE DRAWINGS
@ PC Hot len Installation' P4 17 .'. 1" Loons 3 2r3 "1 999
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- 822 DATE # # O"I QA/QC ENG ANI REVIEWED BY ANI REVIEW W ^M DATE M ' M' 7 QA/QC O P. N O. DEPT. OPERATION ENG ANI iFTE: til ..ork to ie accenglished in acccrdance with a L P. CF CPli-G.9 and drawing CP.P PC-1-520-1. Fer Inspection llold Peints see appropriate Weld Detc.
Car . 1 '.!E fle:sure and docunen' SG, RPV, and Hot Leo weld end preps g I dinei.sicns. Record neasurener.ts on attachment f2. NCTE: See attachnent 10 Ter aliennent rf Steaa renerator and punr. d _ PI Alien and fit S. -l'ot Leo end RPV-Hot Le cenrections. Coth weld icints, with resnect to the root of the icint, shall be fit and alinned in accordance with th: HPS fd O e listed cn the appropriate ueld data card anc' CP CFl:-C.o. m c__ _ _ . - - _ _ _ ,.,.m - a . m _. ye:M," A% 2E M/@T"
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION (ti e7P-o 29-55D T 3 RC Hot /lleg Installation FW 17 fe 18 PAGL OF_ PREPARED BY
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REVIEWED BY DATE ANI REVIEW # M' DATE /# ~ 'I' 7 QA/QC OP. NO. DEPT. OPE R ATION ENG ANI h 8 QC WE The field weld at the reactor vessel nozzle (FW 17) shall be welded out to about 1" 4 away PI from being flush. k 9 WE Pipe The nozzle shall be etched using a solution of 20 m1 hydrochloric acid and 40 ml glycerol QC and 10 m1 nitric acid to etch inconel ban. The stainless steel and inconel boundary shall be marked with an approved marker. 10 QC The welds shall be contour ground with a maximumreinforcementofnomorethan3/32p C and shall have a taper of at least 3 to 1.g 3, ' 4 11 PI Remove all temporary lugs, supports and bracing. 12 WE Record the final gage readino to determine QC weld shrinkage. #- (t h M kk'E
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k I BROWN & ROOT, INC. I 0F d ENGINEERING DIVISION SMEET NO. CutNr TUSI 35-1195 jos ,no, susiECT Reactor Coolant Piping Installation sasED oN Alignment of Steam Generator and Pump Recu i reryw ntsko. og wc gg COMPUTER CHE*0. sv APP'D. sf DATE 19 _
- 1. Shim the steam generator to the lateral supports as shown on the attached sketch.
- 2. Record the initial position of the steam generator with respect to the lateral support embeds.
- 3. Set dial indicatf or as shown on attached sketch.
.4. Position hydraulic jacks as shown on attached sketch.
- 5. Temporary steam generator restraints shall be renoved or loosened as noted on attached sketch.
- 6. Take shrinkage measurements af ter fit-up, and additional measurements Root, after the following stanes of weld completion:
hT, iT, s and final.
- 7. Maintain a minimum positive pressure of 500-800 lbs. on the lower hydraulic jack using a 20 ton porta-power during welding operations from the 0.D. of pipe. The upper jack will be used as required to keep the steam generator within vertical tolerance as monitored by the dial indicators.
- 3. At the engineer's discretion the shimming at the upper lateral support may be onmitted.
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. .. 2.sth Weid San Card (WDC) Weld as(s). ,
2.dk Weid Ft11er m.rf at Lag (iiMt.) , , _ , , , , _ 4.H1 Maartal, Idarreiff atie Lag (MIt.) , , _ , , , f.dk son-Castrwetve Enamination Assort (NCEt)_... ... , f.dA Inspectfm Assort (IR) , , , , _ , , , _ , T.hth AmtsenArauca Aaport (NC2) , _ , , , 8.stk Vender Documanu tton ,, ,_ i ... ... g.ali . ie .4 Renair Pncass Sheet (.95) Weld Ne(s). j Nb operetten Traveler (OT) , , , , _ 11.dk Grottag (Escluding CC) ,,, 12.dk Maaria! Asquisief an (Mt) ,, ' 13.1 Misceltmenus (Oascribe 8eim) , 6 M l as 11 sad sve have toen nvioed per ::.e The
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CONSTRUCTION OPERATION TRAVELER 35 1195 1 TRAVELER NO. OF
@ EQUIPMENT TCX-RCpCFSNO. _^ L50 @ UNIT
& '.1g,0 NO.@OUANTITY @PAGE --
e 7/-o 30 - #f4S" " ' " 1 1 REFERENCE DRAWINGS
@ ACTIVITY DESCRIPTIONP.C Cold Leo Installation FM 23 f. 24 Loo #3 2323-f11-520
@ SPEC./ PROC./ENG. INSTR. @ LOCATION @' SYSTEM r.5-1 ^ n /
v f ', / r.: 1 PC PREPARED BY MMNUM DATE /N # DEPT. Iud /2 ---- I'* REVIEWED Bh- h DATE O '/- MOA/QC ENG A 1 ANI REVIEW - bl - l" DATE 8,)/fyf, y QA/QC OP. NO. DEPT. OPERATION ENG ANI lKTE: All work to be acconplished in accordance with B & R C" CPM-6.9 and Drawing DRP-RC-1-520-1. For Insrection Hold Points see appropriate '.feld Data Card. 1 UE Iteasure and document RC pump, P.PV, and Cold Le<! weld end or gn*6 dimensions.
*W P.ecord measurements on attach -
ment' .
.x e # f*7I t'0TE: See attachment 10 for alignment of Stean Generator and Pur.n.
2 PI Alien and fit RC Pump Cold Lee and CPV Cold Len ej,,j connections. Both weld joints, with resnect to the root 3.; y ~ of the icint, shall be fit and alioned in accordance with the !!PS listed on the anpropriate weld data card and
- C P-C Pf'-6. 0, 3 FE Check and docunent the dimensions of the Cold Leg on attachnent #1.
< PI I; ark center of weld icint per FS"-P'10G. Anniv ounch @
'!E-narks to detereine final .gidshri'yo. Record ini ial 9477 e nanereadinns4tAj'4 l 2 : ~.0' 3:00 7 C: 10 '9,:00 h (
ps2 Uf S E
. fionitor and cocument 4eldmeta thichr.est in each 6 weld joint to act h"ent /.
!!0TE: The r.cou ppi6d in each weld \p for firs t t14k" d@b6s$
d Wfd is yTAT:' be approx. vithin 5A " ' ~ C PI '!ciding uill ! e- [-4 i 9, rt - re ;in?telv '3 '
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION UJe79-d.Ed - # SO.T , RC Cold Leg Installation FW 23 & 24 PAGL O F_ PREPARED BY ' DATE /*I I
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REVIEWED BY _' DATE ANI REVIEW - DATE / ( QA/QC OP. NO. OEPT. OPE R ATION ENG ANI 8 QC The field weld at the reactor vessel nozzle WE (FW 24) shall be welded out to about k" away PI f rom being flush. 9 WE The nozzle shall be etched using a solution Pipe of 20 m1 hydrochloric acid and 40 ml olycerol QC and 10 m1 nitric acid to etch out inconel ban l!, The stainless steel and inconel boundary shal be marked with an approved marker, 10 QC The welds shall be contour ground with a maximum reinf'orcement of no more than 3/32" , and shall have a taper of at least 3 to 1. M4.,y 11 PI Remove all temporary lugs, supports and bracina. 12 UE Record the final cage readino to determine QC weld shrinkaae. L**k,iul. nT ?' w ? fee 13 y ;,, 7,s~o 3 h 3 ~15~ $ 7.191 9 7. YE7 - b V" * ~ u.x:a eam i Ru ~ 1-Y p,oo _7. 74 3. 3 7. C6 A L 9 et T 7' 5'* & Ta~~ 7 m (NFORMitiiON COPY ." ] ** e f
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CONSTRUCTION OPERATION TRAVELER REVISION RECORD SHEET TRAVELER NO. ACTIVITY DESCRIPTION PAGE loe 7T- e 30 S5W - - oy EQUIPMENT NO. 50 140 RC Cold Leg Installation FW 23 & 24 TBX-RCPCFP O ntv @ (h REVIEWED BY @ REVISION DESCRIPTION d) oA,0c 'i ANI No ^ ' ~ ~ ENG INITIAT. EDBY OC ANI
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/A ACTIVITY DESCRIPTION LOOP f.o. '
r' REFERENCE DRAWINGS W P.F. c n i r' 1se installation "1 r"6 SPEC./ PROC./ ENG. INSTR. SYSTEM gLOCATION , rr t's 1 - ^ n f 4 /r.r 1 PhEPARED BY NdM8M DATE 4 /3D i DEPT. L' d 4 u E sr REVIEWED BY - @ 'W/ DATE M ' 0 Y QA/QC ENG ANI ANI REVIEW > DATE QA,0C OP. NO. DEPT. OPERATION ENG ANI
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See attachrent 16 for alinnaant of S ceam Generi. tor end Punr. g F W)A 6 4.n 1 0.". Pericrn PT usine I'"" r - 3 0 0 g , 3, ,A,< ,, , 6.0. m Forforn "T usinn NDEr *11
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. !f reiectable indications are found, perforat #
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"DC recuirerents. J . ri lq Hb OV
'.C. The anaunt of t' eld rotel deposited in each a Jr..W l s'e ld ( F" .11 t 32 ) f o r t he f i r s t lis ' shall be
; caproxinately rithin 1" 3 of each other. i
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. The field treld a . the reactor vessel nozzle i " F.
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. Field reld 12 at the no- h 4IH t'e,,,n o ( ec l :'c i out flerh. Carc shall b e/Ctjed not tM' I encroach any M1dinc 0 C c,"on(l th e n d . .
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION Loop NO. 4 2 2, W p yp, of q . ($DS , R.J.,coldleginstallation paggf__ g.g.,) PREPARED BY - DATE IN Y REVIEWED BN /M DATE M 7 ANI REVIEW ' DATE _ 7 OA/OC OP. NO. DEPT OPE R ATION ENG ANI utilized to bring the level to be within .125" 11 Pipe Rerove all temporary lugs, supports and . bracing. 12 W.E. Record the final gage reading to determine , weld shrinkage (Ref. OP. 9) u,'c - 3A 3 + M ').I3[
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