ML20100N446
| ML20100N446 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 12/11/1984 |
| From: | Watkins M BISHOP, COOK, PURCELL & REYNOLDS, TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | Bloch P, Grossman H, Jordan W Atomic Safety and Licensing Board Panel |
| References | |
| CON-#484-563 OL-2, NUDOCS 8412130149 | |
| Download: ML20100N446 (19) | |
Text
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RE1. ATE") CORRESOU L AW OFFICES OF BISHOP, LIBERM AN, COOK, PURCELL & REYNOLDS
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Peter B. Bloch, Esq.
Dr. Walter H. Jordan Chairman, Atomic Safety and 881 West Cuter Drive Licensing Board Oak Ridge, Tennessee 37830 U.
S. Nuclear Regulatory Commission Washington, D.
C.
20555 Herbert Grossman, Esq.
U.S. Nuclear Regulatory Commission Washington, D. C.
20555 Re:
Texas Utilities Electric Company, et al.
(Comanche Peak Steam Electric Station, Units 1 and 2), Docket Nos. 50-445/2 and 50-446/2 Gentlemen:
We enclose documents responsive to the Intervenor's request that Applicants produce a copy of inspection procedure CP-QCP-2.ll. to this is a copy of the original CP-QCP-2.ll effective September 28, 1977. consists of a revision to CP-QCP-2.ll, consisting of a revised cover sheet and page 1 of 10.
The revision became effective on January 10, 1978.
All other pages of the procedure were un-changed in this revision.
Respectfully submitted, h* hkZ[
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McNeill Watkins II Counsel for Applicants Enclosures cc:
Service List (v/ enclosures) 8412130149 841211 i
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ENCLOSURE 1
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t QUALITY CONTROL PROCEDURE CP-QCP-2.11 INSPECTION OF STAINLESS STEEL POOL LINER SYSTEMS i
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INSPECTION OF STAINLESS STEEL 9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS i
-TABLE OF CONTENTS SECTION TITLE PAGE 1.0 PURPOSE.
1 2.0 SCOPE.
1
3.0 REFERENCES
1 4.0 -
GENERAL.....
1 5.0 PROCEDURE.
2 5.1 PREPARATION FOR LINER INSTALLATION /
ERECTION..
2 5.2 ERECTION'INSPECTICM OF WALL LINER PLATES 3
5.3 ERECTION INSPECTION OF FLOOR LINER PLATES.
5 5.4 CONTAMINATION CONTROL.
7 5.5 INSPECTION AND TESTING 8
t 6.0 ATTACHMENTS.
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9/28/77 INSPECTION OF STAINLESS STEEL CP-QCP-2.11 POOL LINER SYSTEMS 1 of 10 1.0 PURPOSE This procedure delineates the installation / erection inspection, monitoring, and control for stainless steel pool systems at the Comanche Peak Steam Electric Stations (CPSES).
2.0 SCOPE This procedure applies to Quality Control (QC) inspection activities performed during the installation / erection of stainless steel pool liner systems within the reactor and fuel buildings, Units 1 and 2, comprised of the refueling cavity, transfer canals, spent fuel storage pools, and cask reloading pits in accordulce with References 3-A and 3-B.
3.0 REFERENCES
3-A G&H Specification 2323-SS-18, " stainless Steel Liner"
-t 3-B B&R Construction Procedure 35-1195-CCP-38, " Stainless Steel Refueling Cavity Liner Erection" 3-C G&H Specifiation 2323-SS-9, " Concrete" f
3-D Procedure No. CP-QCP-2.4, " Concrete Inspection and Testing" 3-E Procedure No. CP-QCP-2.13, " Inspection of Fabrication Miscellaneous and Structural Steel" 3-F Procedure No. CP-QCP-2.10, " Protective Coatings",.ga#
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3-G B&R Nondestructive Examination Procedure u
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3-H Procedure No. CP-QAP-15.1, " Control of Deficiencies and Nonconforming Items" O. N, I'.
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9/28/77 INSPECTION OF STAINLE3S STEEL CP-QCP-2.11 POOL LINER SYSTEMS 2 of 10 4.0 GENERAL Not applicable.
5.0 PROCEDURE 5.1 PREPARATION FOR INSTALLATION / ERECTION 5.1.1 Inspection Prior To Placement Of Floor Support Concrete Prior to placerint of the concrete floor support, the following operations must a '.erformed (See appropriate portion of Stainless i
Steel Liner Checkl;,, Attachment 6-A and 6-B):
Examine embeds to assure that the top surface of the support a.
surfaces are level and flush.
b.
Examine blockout drainage groove forms and leak chase channels or tubes to assure they satisfy the drawing requirements.
Verify that drainage piping or tubing is not obstructed with c.
internal foreign bodies and that the (end-cap) wooden plugs have been securely installed.
l Verify that all embeds to first tier wall spacing are securely d.
positioned to drawing requirements.
Verify that all formwork meet the tolerances and cleanliness e.
conditions required by References 3-A and 3-C.
f.
Verify that embeds are securely positioned so that moxe h
gAi 3 not occur during concrete placement and all.
acMt inspections required by References 3-e4 n performed.
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s INSPECTION OF STAINLESS STEEL 9/28/77 CP-QCP-2.11 PCOL LINER SYSTEMS 3 of 10 5.1.2 Inspection After Floor Support Concrete Placement Upon completion of. the floor support system concrete placement and adequate curing, inspect and document in the applicable portions of -A and 6-B the following operations:
a.
Verify that all removable forms and blockout forms for drainage and leak chase systems are removed. Confirm that leak chase systems serve the correct location identified on drawings.
b.
Verify that interconnected drainage grooves are continuous and meet with drawing requirements and that all excess concrete laitance or other foreign material is removed in accordance with Reference 3-D.
c.
Verify that concrete repairs and that floor support concrete placement has been cleaned and inspected in accordance with Reference 3-D.
'I d.
Verify the continuity of the drainage piping and leak chase tubing. Ensure that protective plugs have been replaced after continuity check, e.
Verify that concrete, embed surfaces, leak chase systems, and welds which will subsequently be concealed have been inspected, when inspections are required in accordance with References 3-A or 3-C.
r.no h.._ @y q-" all iB 5.2 ERECTION INSPECTION OF WALL LINER PLATES n
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5.2.1 Inspection Prior to Wall Concrete Placement Prior to concrete placement for the stainless steel pool liner wall support during installation of the wall plates, the following f E'.?x h
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p-IhSPECTIONOFSTAINLESSSTEEL 9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS I4 of 10 inspection operations shall be performed (See the appropriate portion of Attachment 6-A and 6-B):
a.
Confirm that the first tier wall plates are set in place meeting the minimum gap requirement between plates specified in Reference 3-B.
b.
Verify termination of reinforcing steel and installation of' leak chase system in accordance wir,h Reference 3-B at first tier plate level. Confirm that leak chase interconnects are complete and drainage blockout plugs are in place and secured.
c.
Verify that concrete anchors to secure wall plates have been installed and tested to the stud welding requirements and production testing in accordance with Reference 3-E (Paragraphs 5.3.5 to 5 3 7). Confirm that remaining reinforcement steel to' elevation 860' has been installed in accordance with Reference 3-D.
d.
Confinn the presence of backing strips and gap requirements (Reference 3-B) between plates prior to installatien of leak chase system channels.
e.
Verify that leak chase channels over plate gaps have been welded and inspected in accordance with Reference 3-A and 3-B. Confirm that the leak chase channel serves the correct location identified on drawing and are free of obstructions.
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r 5.2.2 Upon completion of the wall support concrete placement and removal of internal form support system, the following inspection operations shall be performed, (See appropriate portions of Attachment 6-A and 6-B):
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INSPECTION OF STAINLESS STEEL 9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS 5 of 10 Verify that the alignments and positions (line and grade) of the a.
wall liner plates have not changed due to form movement.
b.
. Verify the removal of the form attachment screw studs. Ensure that the studs are removed in such a manner that duage to the liner plate does not occur. Upon removal, verify that attachment surfaces have been ground flush. Area of attachment removal shall be penetrant inspected as specified in paragraph 5.5.2.
c.
Verify that the materials and process used in finish welding the wall plate seams are in compliance with the requirements of Reference 3-A.
d.
Examine the finish weld seams to ensure the smoothness satisfies the requirements specified in paragraph 5.5.1. All finished weld seams shall be nondestructively examined by liquid penetrant and vacuum box leak tested as specified in paragrhphs 5.5.2 and 5.5.3 e.
Confim that the wall stainless steel plates have received a final buffing to ensure the removal of rough surface conditions, i.e., such as burrs, gouges and scratches, and has an effective smoothness in accordance with project requirements.
5.3 ERECTION INSPECTION OF FLOOR LINER PLATES 5 3.1 Inspection Prior To Erection Of Floor Liner Plates The following operations shall be performed prior to installation of the floor liner plates (See appropriate portion of Attachm Verifycompleteremovalofwallsuppogo
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protective wood covering. Ensure the Y M 9 val of blockout forms for drainage grooves and plugs of leak chase systems. Confirm
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INSPECTION OF STAINLESS STEEL' 9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS 6 of 10 that leak chase and drainage systems are free from restrictions to flow.
b.
Verify the cleanliness of the floor support concrete and embedment surfaces are free from laitance, oil, grease, and/or other loose foreign materials in preparation for protective paint coating.
Verify that the paint coating is cured and satisfies the c.
requirements of References 3-A and 3-B and is inspected for thickness requirements (20 mils) in accordance with Refereance 3-F.
5.3.2 Inspection During Installation Erection Of Floor Liner Plates While the floor liner plates are being erected and placed into position, the following operations of inspection shall be performed, (See appropriate portion of Attachment 6-A and 6-B):
Ensure that the painted coating surface is free of loose foreign a.
materials before each floor plate is laid into position.
b.
Verify that each plate is correctly (by identification) positioned into place in accordance to the Enginering drawing requireitents and that the minimum gap of 3/16 inch is maintained between abutting seam weld plate edges. Should welded attachments or spacers on the inner liner surfaces of the plates be required to maintain gap tolerances, verify that y materialsareinaccordancewithReference34tffeh.s leeMts, sid t
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z..- c y s that the tack welds are made in accorgdtpee w'If.h the approved welding procedures used for joining stainless steel liner materials.
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INSPECTION OF STAINLESS STEEL 9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS 7 of 10 f
c.
Verify that the liner plates are forced tightly against the embedments to ensure positive contact prior to welding.
d.
When temporary attachment tack welds have been made on liner plates cc embed surfaces, verify that such tack welds have been i
removed and the surface ground flush prior to positioning the next subsequent liner plate. When tack welds have been removed from the exposed surface of the liner plates, such surfaces shall be liquid penetrant inspected as defined in paragraph 5.5.2.
Examine finished liner plate seam and fillet welds by liquid e.
penetrant and vacuum box leak test as specified in paragraphs 5.5.2 and 5.5 3 f.
Visually examine finished seam and fillet welds as specified in paragraph 5.5.1.
g.
Verify final buffing as described in paragraph 5.2.2e after completion of stainless steel liner erection.
0 5.3 3 Inspection of Corner-Joint Installation b
The Corner Joint between the flooring plates and the wall plates shall be inspected as described in sections b through g of paragraph 5.3.2.
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5.4 CONTAMINATION CONTROL
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9/28/77 INSPECTION OF STAINLESS STEEL CP-QCP-2.11 POOL LINER SYSTEMS-8 of 10 5.4.2 Inspection Materials
. Materials used on stainless steel shall be = ertified as containing acceptable limits of chlorides and fluoridea specified in Reference 3-A.
5.4.3 Tools and Instruments Equipment used for grinding, buffing, brushing, cleaning or in any other manner upon stainless steel surfaces shall not have been previously used on carbon steel or low melting alloys. Tools and equipment used on stainless steel material surfaces must be identified with fluorescent orange paint. Marking materials used on stainless steel shall be certified as containing acceptable limits of chlorides and sulphurs as specified in Reference 3-A.
5.4.4 Protective Covering Materials used for protective covering on the exposed surfaces of the stainless steel liner shall be certified as containing acceptable limits of leachable chlorides as specified in Reference 3-A.
k3 5.5 INSPECTION AND TESTING g%
5.5.1 Visual Inspection (VT)
In addition to the requirements for visual examination specified in CP-NDEP-200 of Reference 3-G, the following acceptance criteria shall be used. NDE Report to be attached to checklist (Attachment 6-A.)
a.
Finished buffed stainless steel interior liner surfaces shall be free from any rough irregularities, gouges, serrations, ridges, crevices or pinholes greater in depth than 1/32 inch.
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9/28/77 INSPECTION OF STAINLESS STEEL CP-QCP-2.11 POOL LINER SYSTEMS 9 of 10 b.
Permanent marks, grooves or valleys (caused by mismatch) which exceed 1/32 inch depth or difference in heights shall be unacceptable.
5.5.2-Liquid Penetrant (PT)
Liquid penetrant examination shall be. performed in accor' dance with CP-NDEP-300 of Reference 3-G using acceptance criteria specified in Reference 3-A and the NDE Report attached to Checklist ( Attachment 6-A). Identification of welds inspected shall be made in accordance with Section 5.5.5.
I 5.5.3 Leak Detection (LT)
Leak detecticn shall be performed by the vacuum box method described in CP-NDEP-600 of Reference 3-G and NDE Report attached to Checklist
( Attachment 6-A). Identification of welds tested shall be made in accordance with Section 5.5.5.
5.5.4 Final Water Test Quality Control Shall monitor and document the results of the 48 hour5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> water fill tests for leaks as required by Reference 3-A. Form to be used for documentation of this leak test shall be QA-507-1 used in conjunction with CP-NDEP-600 procedure of Reference 3-G.
a.
Witness Leak Test.
b.
Verify that testing water quality meets the chemica.1 limits \\
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INSPECTION.0F STAINLESS STEEL
-9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS 10 of 10
'5.5.5 Identification The method and' system used by the Construction Separtment for weld mapping, individual plate,.embedment or reinforcement locations shall be used by Quality Control to document the results of their findings.
5.5.6.
Nonconformance Reporting-Deficiencies and nonconforming items or conditions found during monitoring, inspections or testing during the performance of examinations conducted in compliance with this procedure shall be reported as required by Reference 3-H.
6.0 ATTACHMENTS 6-A Stainless. Steel Liner System Welding Checklist.
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6-B Stainless Steel liner System Structural Checklist.
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CUALITY ASSURANCE DEPARTMENT STAINLESS STEEL LINER SYSTEMS
'N WEL0 LNG CHECKLIST PROJE CT: CPSES J08 NO:35 8195 UNIT:
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51.1 PRIOR 10 ?L ACEMENT OF FLOOR SUPPORT CONCRETE RESUETS tNITAL DATE IJ ORAINAGE PIPING OR TUBING IS NOT OBSTRUCTED AND PLUGS HAVE BEEN SECURELYlNSTALLEE 5.12-AFTER FLOOR SUPPORT CONCRETE PL ACEMENT 3.) CONTINUITY CHECK OF DRAIN AGE PIPING AND LE AK CHASE TUBING. PROTECTIVE PLUCS ARE IN PLACE.
'. f 2.) ALL WELOS AND SUPI ACES WHICH WILL BE CONCE ALED
'p HAVE SEEN INSPECTED 5.2.1 PRIOR TO WALL CONCRETE PL ACEMENT i
1.)
FIT-UP GF WALL PLATE (SEE ATTACHEG CHIT) 2.) LEAK CHASE INTERCONNECTS ARE COMPLETE AND ORAINAGE 8 LOCKOUT PLUGS ARE IN PLACE.
3.) LEAK CHASE CH ANNEL HAS BEEN INSPECTED ISEE ATTACHED CHIT) 4.) STUD WELOING OPERATION A ) WPS 81 TWO QUAllFICATION STUDS HAVE BEEN BEND f'
' TESTED AND ARE ACCEPTABLE.'
C.) THE "AFTERWELD LENGTH ~ DF E ACH STUD M AS BEEN CHECKEO.
0.1 PRODUCTION STUDS HAVE BEEN BEND TESTED AND ARE ACCEPTABLE.
l.) ALL METAL SURFACES TO 8E EMBE00E0 SEEN CLE ANED.
5.2.2 AFTER WALL SUPPORT CONCRETE PL ACEMENT
- 1) ALL ATTACHMENT SCREWS H AVE BEEN REMOVED AND ARE A 0F REMOVAL L10Ul0 PEN ATRANT INSPECTED (SLE ATTACHED CHIT).
2.) WELCiNG AND INSPECTION IS COMPLET: ON WALL SE AM WELOS (SEE ATTACHED CHIT) 5.3.2 INSTALLATION / ERECTION OF FLOOR LINER PL ATES i
1.) FIT-UP OF FLOOR PL ATE (SEE ATTACHED CHIT).
2J REMOVAL AND INSPECTION OF TEMPORARY TACK WELOS (SEE ATTACHED CHIT).
3.) FLOOR PL ATE SE AM WE LOS HAVE BE EN INSPECTED (SEE ATTACHED CHIT).
4J FINAL SUFF14G OF WALL PLAT!! AND FLOOR PL ATES COMBE NTS:
/ = SATISFACTORY X
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m N/A = NOT APPLICABL
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9/28/77 CP-QCP-2.11 POOL LINER SYSTEMS ATTACHMENT 6-B 6-B (1 or 1)
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[m'i)) ST AINLESS STEEL LINER $YSTEM STRUCTURAL CHECKLIST PROJECT. CPSES JOB NO. 351195 PAGE OF STRUCTURE: POUR #: DATE: 5.1.1 FLOOR SUPPORT PREPAR ATION RESULTS INIT A L DATE 1.) TOP $URF ACE OF EMSEDS FLUSH ANO LEVEL. 2.) SLOCKOUT ORAINAGE GROUP FORMS AND LEAK CHASE CHANNELS OR l' 8ES ARE CORRECTLY INSTALLEO AS PER ORAW1%G REQUIREMENTS. J 3J EMBEOS AND FORMWORK $ECUREO. 51.2 FLOOR SUPPORT POST CONCRETE INSPECTION II ALL FORMS REMOVED. I 2JINTERr04NECTE0 ORAINAGE GROOVES ARE CONTINU0US. AND fets OF LAITANCE OR FOREIGN MATERIAL. 3J ALL CONCRETE REPAIRS COMPLETE. 4IPROTECTION SYSTEMIMPLEMENTED PRIOR TO A00lil04AL INSTALL ATION OR ERECTION. 5.2.1 WALL ERECTION PREPARATION 1.1 CONCRETE STUO ANCHOR $1NSTALLED ASPER ORAWINGS. 5.2.2 WALL INSPECTION AFTER CONCRETE PLACEMENT i 1.) WALL LINER PL ATES WITHIN LINE ANO GRADE. 5.31 FLOOR PLATE INSTALLATION PREPARATION AND ERECTION IJ ALL LE AK CHASE AND ORAINAGE SYSTEMS ARE FREE FROM REE AICTIONS TO FLOW. 2J PROTEC18VE COATING APPLIED AND CURED. 3.lPROTECTIVE COATING FREE OF LOOSE FOREIGN MATERIAL $ PRIOR TO FLOOR PL ATE INSTALLA fl0N.
5.3.2 COMMENTS
INSPECTED TO CP-0CP 211 REV AND GSM 2323 SS 18 REV. Wm O D e,.n n ? m. e u n p* - /==: $ATISF ACTORY X UNS ATISF ACTO R Y = N/A = NOT APPLICABLE l QC INSPE CTO R OATE QC 211/2 0 Y 's $.!) A B 7e.;, > f $ J id -
a .o ENCLOSURE 2
C A i, l QUALITY CONTROL PROCEDURE CP-QCP-2.11 INSPECTION OF STAINLESS STEEL P00'. LINER SYSTEMS 4 g \\.. ?MO COMANCHE PEAK STEAM ELECTRIC STATION TEXAS UTILITIES SERVICES, INC. ,,,-t \\ @ \\ *j u.p~- <g - r 'A-T. h W J. A. Meyer U Q H. amon September 28, 1977 T. L. Keller REVISION DATE: 1/10/78
m e. INSPECTION OF STAINLESS STEEL-9/28/77 CP-QCP-2.ll e POOL LINER SYSTEMS 1/10/78 1 of 10
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PURPOSE _This procedure delineates the installation / erection inspection, monitoring, and control for stainless steel' pool systems at the Comanche Peak Steam Electric Stations (CPSES). 2.0 SCOPE This procedure applies to Quality Control (QC) inspection activities performed during the installation / erection of stainless steel pool -liner systems within the reactor and fuel buildings, Units 1 and 2, comprised of the refueling cavity, transfer canals, spent fuel storage pools, and cask reloading pits in accordance with Feferences 3-A and 3-B.
3.0 REFERENCES
3-A G&H Speelfication 2323-SS-18, " Stainless Steel Liner"' B B&R Construction Procedure 35-1195-CCP-38, " Stainless Steel Refueling-Cavity Liner Erection" 3-C G&H Specification 2323-SS-9, " Concrete" r 3-D Procedure No. CP-QCP-2.4, " Concrete Inspection and Testing" 3-E Procedure No. CI-QCP-2.13, " Inspection of Field Fabricated Miscellaneous and Structural Steel" 3-F G&H Specification 2323-AS-31, " Protective Coatings" l 3-G B&R Nondestructive Examination Procedures Manual ,,.. g: et,,g. s e v eM;fas and Nonconforming 3-H Procedure No. CP-QAP-15.1, "Centrol of D Items" e, ) [
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