ML20199E614

Rev 0 to Population Items List, Field Fabricated Tanks. Related Info Encl

ML20199E614
Person / Time
Site:	Comanche Peak
Issue date:	07/29/1985
From:	Patterson A, Schauf J, Megan Wright NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM)
To:
Shared Package
ML20199D912	List: ML20199D907 ML20199D928 ML20199D956 ML20199D983 ML20199D994 ML20199E006 ML20199E012 ML20199E027 ML20199E033 ML20199E048 ML20199E053 ML20199E076 ML20199E102 ML20199E110 ML20199E114 ML20199E130 ML20199E142 ML20199E151 ML20199E163 ML20199E175 ML20199E181 ML20199E187 ML20199E196 ML20199E201 ML20199E216 ML20199E232 ML20199E240 ML20199E249 ML20199E268 ML20199E282 ML20199E295 ML20199E303 ML20199E321 ML20199E325 ML20199E331 ML20199E349 ML20199E358 ML20199E361 ML20199E383 ML20199E389 ML20199E394 ML20199E405 ML20199E412 ML20199E430 ML20199E435 ML20199E529 ML20199E538 ML20199E554 ML20199E560 ML20199E573 ... further results
References
FOIA-86-36 NUDOCS 8606230336
Download: ML20199E614 (28)

Text

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COMANCHE PEAK REVIEW TEAM POPULATION ITEMS LIST

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Page 1 of 2.

POPULATION NAME: Field Fabricated Tanks PREPARED BY: % h f N-M DATE:

July 29, 1985 RESPONSIBLE QA/QC SllPPORT*E81GINEER Rev. O j

POPULATIONS LIST SOURCE:

i The Population Items List (Attachment A) was established from the following tank specifications:

i 2323-MS-67 " Field Fabricated Tanks-Nuclear", including all DCA's and DECD's listed on Attachment B.

L 2323-MS-67A " Diesel Generator Oil Storage Tanks", including all DCA's and DECD's listed on Attachment B.

BASIS FOR ACCEPTING THE LIST:

The Project Specification Revision / Addendum Report dated July 22, 1983, was reviewed and Specifications MS-67 and MS-67A were found to be the only j~

specifications related to safety related field fabricated tanks. The i

contents of these specifications is the basis for the Population Items List.

A review of the safety related flow diagrams and other project tank specifications confirm that no additional safety related field fabricated

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tanks exist. The FSAR Appendix 17A " List of Quality Assured Items" was

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reviewed and the tanks listed in the Population List are also listed as J

safety related.

f The tanks have been determined to be final QC accepted by confirming that the ASME "N" stamp has been placed on,the tank nameplate.

For the

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tanks that are readily accessible, the t'9e Boric Acid Storage Tanks and j

the two Recycle Holdup Tanks, a visual inspection of the nameplate showed that the stamp is applied to all four of these tanks. The Chicago Bridge and Iron, CBI, " Master Checklist" (equivalent to a traveler) has an attribute which releases the tank's for "N" stamp c

application. This Master Checklist attribute was checked for all tanks and found to be signed off in all cases.

8606230336 860609 PDR FOIA l

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LEADDISCIPLIfEENGINEER APPROVED BY: /dOMM 'PM =

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QA/QC REINf,PECTION ENGINEERING SU?ERVISOR CQF-QAl-001.3 5/85

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COMANCHE PEAK REVIEW TEAM POPULATION ITEMS LIST Page 2 of 2 l

POPULATION NAME: Field Fabricated Tanks si PREPARED BY: %

%DE DATE:

July 29, 1985 RESPONSIBLE QA/QC 3UPPORLJiFGINEER Rev. 0 l

I The four Diesel Generator Fuel Storage tanks were not accessible for the nameplate to be inspected. The Chicago Bridge and Iron, CBI,

" Master Checklist" (equivalent to a traveler) has an actribute which releases the tanks for "N" stamp application.

For a tank to be a

I released for "N" stamp application, sign-off by the CBI QA inspector must first take place. This Master Checklist was checked and found to be signed off in all cases.

I BASIS FOR ACCEPTING ANY ADDITIONAL ITEMS:

3 No additional items are accepted.

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Attachssnt A July 26, 1985 I

COMANCHE PEAK REVIEW TEAM FIELD FABRICATED TANKS POPULATION ITEMS LIST i

Population Item No.

Description Tag Number Location d

1 Boric Acid Storage CPX-CSATBA-01 Aux. Bldg.

Tank EL-810 ' -6

2 Boric Acid Storage CPX-CSATBA-02 Aux. Bldg.

Tank EL-810'-6" 3

Recycle Holdup Tank CPX-BRATRH-01 Aux. Bldg.

g EL-790'-6" I.

4 Recycle Holdup Tank CPX-BRATRH-02 Aux. Bldg.

EL-790'-6" 5

Diesel Generator CPI-DOATST-01 Yard Fuel Oil Storage Tank

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6 Diesel Generator CP1-DOATST-02 Yard Fuel Oil Storage Tank l

7 Diesel Generator CP2-DOATST-01 Yard Fuel Oil Storage Tank 8

Diesel Generator CP2-DOATST-02 Yard Fuel Oil Storage P

Tank 4

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AttachcInt B July 26, 1985 COMANCHE PEAK REVIEW TEAM FIELD FABRICATED TANKS Specification MS-67 Rev 1 Design Changes

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DCA 000764 Rev. 0 DCA 000793 Rev. O DCA 001030 Rev. O DCA 007030 Rev. 3 i

DECD S-0061 Rev. 0 DECD S-0433 Rev. O DECD S-0474 Rev.0 Specification MS-67A Dated January 24, 1977 Design Changes

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DCA 000810 Rev. 1 DCA 000976 Rev. 1 DCA 001492 Rev. 1 DCA 002438 Rev. O DCA 004665 Rev. O DCA 005058 Rev. O DECD S-0357 Rev. L I

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T.3CEACCM CCWPCWATION QA/QC-RT-450 l

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DESCRIPTION MEMORANDUM FOR REINSPECTION OF POPULATION:

SMALL BORE PIPE SUPPORTS CODE: SBPS PROCEDURE: QI-019, REV.1 1

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August 29, 1985 l

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TO:

A. Patterson FROM:

R.H. Brown Attached is a copy of the referenced QI for your review and approval.

The following is an itemized list of changes made in this revision:

A Parsgraph Change / Reason h

i 2.0 Added "which have been final QC accepted, (For piping 2" and smaller)" in order to clearly identify those components to be inspected.

1 i

3.1 Added reference to QA/QC-RT-311.

1 1

4.1 (B)

Added "and, deviations." to clarify inspector j

responsibility.

l 5.3.1 Deleted " material type" as this cannot be verified during reinspection process.

5.3.8 Added entire paragraph to obtain informatiot.

for TRT Issues.

0 5.4.5 Changed reference from " finger tight" to "sufficiently tightened so they cannot be 4

moved by hard (no wrench)" to clarify f

inspection requirements.

5.4.6 Added refence to Note 11 for clarity.

5.6 (A)

Added reference to Brown & Root performance of Ultrasonic testing for Hilti bolt lengths for clarification.

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Paragraph Change / Reason 5.7.1 (A)

Added "for Unit 2. (1 5 degrees for Unit I and common)" to provide adequate inspection requirements.

5.7.1.(D)

Added requirement to " measure and record" information on pipe clamp halves for TRT issues.

6.18 Added attachment listing tool codes for inspectors to reference.

6.20 Added attachment for supplemental remarks to provide additional room for inspection remarks.

Attachment "A" 5.2 Non-Integral Change reference for Brown & Root QI from (A-F,G,H)

QI-QP-11.21-1, Rev.9 to QI-QP-11.28-28, Rev.

31 to correctly identify reference change paragraph reference as follows:

j (A-C) From Section 3.5 (b) to Paragraph 3.4.4.1.

(D) F'om Section 3.5 (c) to Paragraph 3.4.4.2 r

(E&F) From Section 3.5 (e) to Paragraph 3.4.41 (H) From Section 3.5 (d) to Paragraph 3.4.4.1 Attachment "B" Add the following to excluded attributes:

Excluded Attributes 4

Spring / Constant Support load Verification Cold and hot load settings cannot be verified as the original conditions under which they were checked cannot be recreated. Only documentation review will be performed for this item.

5.

Snubber Setting and Stroking The setting and stroking of snubbers prior to installation is a non-recreatable attribute than can only be checked during document review.

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- QA/QC-RT-474 i

4 DESCRIPTION MEMORANDUM FOR f

REINSPECTION OF L

POPULATION:

SMALL BORE PIPE SUPPORTS CODE:

SBPS PROCEDURE: QI-020 REV. O i

September 5, 1985 i

TO:

A. Patterson FROM:

R.H. Brown Attached is a copy of the referenced QI for your review and approval. The check list was developed using the following documents:

1.

Gibbs and Hill Specification 2323-MS-46A, Rev. 6 " Nuclear Safety Class

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Pipe Hangers and Supports."

2.

Gibbs and Hill Specification 2323-MS-100, Rev. 8. " Piping Erection."

3.

Gibbs and Hill Specification 2323-SS-30. Rev.1, " Structural Embedments" 4.

Brown and Root Construction Procedure CP-CPM-7.3, Rev.0, " General Fabrication Procedure."

5.

Brown and Root Construction Procedure CP-CPM-7.3B, Rev.0, " Fabrication of i

ASME Component Supports."

11l' 6.

Brown and Root Construction Procedure CP-CPM-7.3D, Rev.0, " Welding and Related Processes."

7.

Brown and Root Construction Procedure CP-CPM-9.10, Rev. 14, " Component i

Support Installation."

8.

Brown and Root Construction Procedure CP-CPM-9.10A, Rev. 10. " Installation i

of Vendor Supplied Component Support Catalog Items."

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9.

Brown and Root Construction Procedure CEI-20. Rev.9, " Installation of Hilti Drilled Bolts."

10. TUCCO Instruction QI-QP-11.2-1, Rev.18, " Installation of Hilti Drilled Bolts."

11. Brown and Root Quality Instruction QI-QAP-11.1-28, Rev.31, " Fabrication and

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Installation Inspection."

12. ASME Jaction III, Subsection NB, NC, ND and NF, 1974 Edition with applied addenda through DCA's.

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QA/QC-RT-474 Page 2 13.

Brown and Root Construction Procedure CP-CPM-13.1, Rev. 8 " General Calibration Procedure."

The specific sources for attributes, which are included, are shown in Attachment "A".

There were no attributes which were excluded or for which there is alternate accept / reject criteria.

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l ATTACHMENT "A" SMALL BORE PIPE SUPPORTS POPULATION i

LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE j

Attribute Source *

1. Support Package B&R QI-QAP-11.1-28, Rev. 31, Para 3.1.2.2 3

2. Drawin's Revision B&R QI-QAP-11.1-28, Rev. 31 Para.2.4 i

3. Support Package Review B&R QI-QAP-11.1-28, Rev. 31, Para 3.1.1.3

4. Inspector Certification ASME Section III, Para. NB-5111 & NF-5111 1974 Edition with applied addenda through DCA's j

B&R QI-QAP-2.01, Rev.11 " Personnel training and qualification"

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5. Heat Numbers B&R QI-QAP-11.1-28, Rev. 31, Para.3.2.1.4

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6. Welding ti A. Procedure Application ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4321 & NF-4321 l

B. Weld Metal Traceability ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2400 & NF-2400 C. Velder Qualifications ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4321, NB-4322, NF-4321 and NF-4322.

D. Procedure ASME Section III, 1974 ED. w/ applied addenda Qualifications through DCA's Para.NB-4321 & NF-4321 E. Impact Tests ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2311 & NF-2311 F. Heat Treatment ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4622 & NT-4622 C. Hold Points B&R QI-QAP-11.1-28, Rev. 31 j

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7. Concrete Expansion Anchors ij A. Hilti Bolt Torque B&R Procedure CEI-20, Rev.9 " Installation of j

Hilti Bolts" j

B. Bolt Spacing B&R Procedure CEI-20, Rev.9 " Installation of i

Hilti Bolts"

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C. Rework B&R Procedure CEI-20, Rev.9 " Installation of

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Hilti Bolts" D. Role Drilling B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" E. Setting B&R Procedure CEI-20 Rev.9 " Installation of Hilti Bolts"

8. NDE Documentation B&R QI-QAP-11.1-28 Rev. 31 i

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9. Specific Items A. Torque B&R CP-CPM-9.10 Rev. 14 fi B&R QI-QAP-11.1-28, Rev. 31 l

B. Spring Can Setting B&R CP-CPM-9.10A, Rev.0, Para.5.0 h

C. Snubber Adapter Thread B&R CP-CPM-7.35, Rev. O, Para 6.3.1 Engagement D. Snubber Stroke B&R CP-CPM-9.10A, Rev.0, Para 3.6

• Attribute any be delineated in several source documents, but only one source any be listed.

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QA/QC-RT-474 i

DESCRIPTION MEMORANDUM FOR DOCUMENT REVIEW OF*

POPULATION: SMALL BORE PIPE SUPPORTS

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CODE: SBPS I

PROCEDURE: QI-020, REV. O September 5, 1985 TO:

A. Patterson FROM:

R.H. Brown Attached is a copy of the referenced QI for your review and approval. The check list was developed using the following documents:

1.

Gibbs and Hill Specification 2323-MS-46A, Rev. 6 " Nuclear Safety Class Pipe Hangers and Supports."

2.

Gibbs and Hill Specification 2323-MS-100 Rev. 8. " Piping Erection."

3.

Gibbs and Hill Specification 2323-SS-30, Rev.1, " Structural Embedments" 4.

Brown and Root Construction Procedure CP-CPM-7.3, Rev.0, " General Fabrication Procedure."

5.

I Brown and Root Construction Procedure CP-CPM-7.3B, Rev.0, " Fabrication of ASME Component Supports."

j 6.

Brown and Root Construction Procedure CP-CPM-7.3D, Rev.0, " Welding and Related Processes."

7.

Brown and Root Construction Procedure CP-CPM-9.10, Rev. 14 " Component Support Installation."

8.

Brown and Root Construction Procedure CP-CPM-9.10A, Rev.10. " Insts11ation of Vendor Supplied Component Support Catalog Items."

9.

Brown and Root Construction Procedure CEI-20 Rev.9 " Installation of Hilti Drilled Bolts."

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10. TUCCO Instruction QI-QP-11.2-1, Rev.18, " Installation of Hilti Drilled Bolts."

11.

Brown and Root Quality Instruction QI-QAP-11.1-28, Rev.31, " Fabrication and Installation Inspection."

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12.

ASME Section III. Subsection NB, NC, ND and NF, 1974 Edition with applied addenda through DCA's.

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13. Brown and Root Construction Procedure CP-CPM-13.1, Rev. 8. " General j

Calibration Procedure."

i The specific sources for attributes, which are included, are shown in Attachment

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There were no attributes which were excluded or for which there is alternate l4 accept / reject criteria.

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ATTACHMENT "A" SMALL BORE PIPE SUPPORTS POPULATION LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE i(

Attribute Source

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1. Support Package B&R QI-QAP-11.1-28, Rev. 31. Para 3.1.2.2

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2. Drawing Revision B&R QI-QAP-11.1-28. Rev. 31. Para.2.4 l

3. Support Package Review B&R QI-QAP-11.1-28, Rev. 31, Para 3.1.1.3

4. Inspector Certification ASME Section III, Para. NB-5111 & NF-5111 1974 Edition with applied addenda through DCA's B&R QI-QAP-2.01, Rev.11 " Personnel training and qualification"

5. Heat Numbers B&R QI-QAP-11.1-28, Rev. 31. Para.3.2.1.4

6. Welding A. Procedure Application ASME.Section III, 1974 ED. w/ applied addenda through DCA's Pars.NB-4321 & NF-4321 B. Weld Metal Traceability ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2400 & NF-2400 C. Welder Qualifications ASME Section III, 1974 ED. w/spplied addenda through DCA's Para.NB-4321. NB-4322, NF-4321 and.

NF-4322.

D. Procedure ASME Section III, 1974 ED. w/ applied addenda Qualifications ~

through DCA's Pars.NB-4321 & NF-4321 E. Impact Tests ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2311 & NF-2311 F. Heat Treatment ASME Section II.I, 1974 ED. w/ applied addenda through DCA's Para.NB-4622 & NF-4622 G. Hold Points B&R QI-QAP-11.1-28 Rev. 31

7. Concrete Expansion Anchors A. Hilti Bolt Torque B&R Procedure CEI-20. Rev.9 " Installation of Hilti Bolts" B. Bolt Spacing B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" C. Rework B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" D. Role Drilling B&R Procedure CEI-20 Rev.9 " Installation of Hilti Bolts" E. Setting B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts"

8. NDE Documentation B&R QI-QAP-11.1-28 Rev. 31

9. Specific Items A. Torque B&R CP-CPM-9.10, Rev. 14 B&R QI-QAP-11.1-28, Rev. 31 B. Spring Can Setting B&R CP-CPM-9.10A, Rev.0, Para.5.0 C. Snubber Adapter Thread B&R CP-CPM-7.35, Rev. O, Para 6.3.1 Engagement D. Snubber Stroke B&R CP-CPM-9.10A, Rev.0, Para 3.6

• Attribute may be delineated in several source documents, but only one source may be listed.

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ATTACHMENT 1 i

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POPULATION SOURCE VERIFICATION PROCEDURE 9.

FOR LARGE AND SMALL BORE PIPE SUPPORTS 6

1.0 PURPOSE Thig procedure delineates the verification of the source document and t

related input data. The objective is to verify, with a high level of confidence, that all supports which are safety related, work completed, j

inspected,and accepted by QC at Comanche Peak Steam Electric Station (CPSES) Units 1, 2 and common are listed on the source document.

I 2.0 METHOD

2.1 Background

The Hanger Installation Tracking System (HITS) is used by all construction site personnel for inputing and updating information related to pipe supports. This inputing is done on a daily basis through manual means and turned in for computer update prior to shift s

end.

Input is checked against output for accuracy.

1 The CPRT QA/QC discipline engineers concluded the HITS program would be used as the source for the population items list.

The completeness of the source document (HITS) has to be verified.

Due to the large number of supports, a statistical sample based on a source separate from HITS will be used for verification.

Large bore (rigid and non-rigid) and small bore safety related pipe supports are segments of HITS. To ensure that these segments are complete, the entire HITS program (both safety and non-safety related) shall be checked.

After establishing the validity and accuracy of HITS, those segments required for support populations will be segregated.

j 2.2 Source Verification t

2.2.1 A listing of Brown & R 't Banger Location (BREL) drawings j

shall be obtained.

From this listing, a random sample of 60 drawings shall be selected using the randos digit tables "A Million Randon Dimits" by the Rand Corporatior..

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2.2.2 The supports shown on the randomly selected BREL drawings f

shall be checked against the RITS output to ensure that the astk numbers appear for those supports. This check provides the confidence necessary that the MITS program contains a total listing of all supports and can be used as a basis for s

defining the populations.

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ATTACHMENT 1 2.2.3 The accuracy of the status of each support requires an additional check to be made. The HITS program contains a Task Force (TF) column which is meant to indicate current support construction status. The accuracy of the column

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shall be checked by using all those supports from 2.2.1 and i

verifying that the HlTS output reflects the actual status.

3.0 RESULTS 3.1 From the listing of 2013 BRHL drawings a random sample of 60 vos obtained.

All supports from the random sample were manually checked against the output from the HITS program.

In all cases it was found that the supports were listed in the active, voided or deleted files of the HITS program.

The listing of supports from the 60 drawings was then used to check the accuracy of the Task Force (TF) column in HITS. The status of each support was manually checked against records in the various vaults and processing areas as indicated on HlTS. Again, in every case, the status of each support as indicated in HlTS matched that of the physical record location.

4.0 CONCLUSION

S 4.1 From the overall sampling and review of documentation, records and i

computer program output, there exists a high degree of confidence that the HlTS program can be considered a viable source for population lists and iten status therein.

t 4.2 Ensinn the verification en the entire HITF progran :ather than jurt j

safety related. QC accepted items allowed an unbiased approach to be made.

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This approach makes it possible to draw our source from a segment of the entire population.

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QA/QC-RT-590 DESCRIPTION MEMORANDUM FOR REINSPECTION OF POPULATION: SMALL BORE PIPE SUPPORTS CODE: SBPS PROCEDURE: QI-019. REV. 2 September 23, 1985 TO:

A. Patterson FROM:

R. H. Brown The subject document is transmitted us you for your approval. The following is an itemized list of changes made in this revision:

PARAGRAPH CHANGE / REASON 5.2.2 (B)

Relocated inspection criteria for angularity to make more clear for inspection.

5.3.4 (A)

Changed reference to page for Table 5.3-1.

5.5.1 Added criteria for rust inspection on integral attachment welds.

(Record and identify only.)

5.5.2 (A)

Added reference to'" note 36" which covers type 2 skewed welds (NF only) 4 5.5.2 (G)

Changed criteria for Welder ID symbol to record information for document review f

if ID is visible.

6 5.7.1 (E)

Changed reference to page for Table j

5.7-2 and qualify "for Unit 2 only" criteria as Unit 1 and Common are as-built.

l 5.7.1 (F)

Changed "one" to " thinnest for clarity.

l 5.7.2 (K)

Changed "one" to " thinnest" for clarity.

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i Notes Added Note 36 to provide clarity for inspection of Type 2 skewed welds.

Attachments Added Attachment 6.21 to gather information on rust.

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.QA/QC-RT-311 TO:

A. A. Patterson, QA/QC Reinspection Engineering Supervisor

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FROM:

R. Brown, QA/QC Lead Structural Engineer 4

1 DATE:

August 6, 1985

SUBJECT:

' Reinspection of Small Bore Pipe Supports, Procedure QI-019, Rev. O

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Please find the attached subject document for your cpproval.

The checklist was developed using the following documents:

2 1.

Gibbs and Hill Specification 2323-MS-46A, Rev. 6, " Nuclear Safety Class Pipe Hangers and Supports."

2.

Gibbs and Hill Specification 2323-MS-100, Rev. 8. " Piping Erection."

3.

Gibbs and Hill Specification 2323-SS-30, Rev. 1. " Structural

(

Embedments."

r 4.

Brown and Root Construction Procedure CP-CPM-7.3, Rev. O, " General Fabrication Procedure."

5.

Brown and Root Construction Procedure CP-CPM-7.3B, Rev. O, i

" Fabrication of ASME Component Supports."

6.

Brown and Root Construction Procedure CP-CPM-7.3D, Rev. O, " Welding and Related Process."

7.

Brown and Root Construction Procedure CP-CPM-9.10 Rev.14. " Component Support Installation."

r 8.

Brown and Root Construction Procedure CP-CPM-9.10A, Rev.10,

)

" Installation of Vendor Supplied Component Support Catalog Items."

4 h

9.

Brown and Root Construction Procedure CEI-20, Rev. 9 " Installation of 4

HILTI Drilled-in Bolts."

i

{

10.

TCGC0 Instruction CP-QP-11.2-1, Rev.18. " Installation of HILTI Drilled Bolts."

I i-

11. TUCCO Engineering Instruction CP-EI-4.5-1, Rev. 12, " General Program for As-Built Piping Verification."

I k

b l

i

pua-w.:-

~-a-

.a - -....--_

. :., w... :=.s w-I i

l 12.

Brown and Root Quality Instruction QI-QAP-11.1-28, Rev. 31. *

" Fabrication and Installation Inspection of Safety Class Component i

Support."

i

13. ASME Section III, Subsection NB, NC, ND and NF, 1974 Edition with l

applied addenda through DCA's.

i

14. IM-13966, "HILTI KWIK-BOLT TESTING PROGRAM."

The specific sources for attributes which are included are shown in Attachment "A".

Those attributes which were considered, but subsequency excluded and reasons for exclusion are contained in Attachment "B".

There were no attributes for which alternate accept / reject criteria was provided.

Prepared by:

AD,s'.

QA/QC Disci)1ine Engineer Approved by:

Fga42. R., h(//A/

m QA'tQC Lead Discipline Engineer 43412. DWA/

R. Brown QA/QC Lead Structural Engineer RB/ser Attachments cc: ERC File l

I i

i 1.

> Lies s L.Juaw-L~. -, _

- a: u a M i.:

.L. u i ~ w.-. *..

.e d h--

t o

t ATTACHMENT "A" SMALL BORE PIPE SUPPORTS POPULATION List of Source Documents for Each Attribute Attribute Source 1.

Identification Specification 2323-MS-46A, Rev. 6 B&R QI-QAP-11.1-28, Rev. 31 Section 3.7 i

2.

Location and TUGC0 CP-EI-4.5-1, Rev.12, (Unit I and Common)

Orientation Section 3.2.3. and 3.2.4 B&R CP-CPM-9.10, Rev. 14, (Unit 2), Section 4.7 r

d 3.

Configuration A.

Components B&R QI-QAP-11.1-28, Rev. 31, Section 3.3 B&R CP-CPM-7.3, Rev. O, Section 3.2 B.

Materials B&R QI-QAP-11.1-28, Rev. 31, Section 3.2 and 3.3 B&R CP-CPM-7.3, Rev. O, Section 3.7 B&R CP-CPM-7.3B, Rev. O, Section 2.1 C.

Installation B&R QI-QAP-11.1-28, Rev. 31, Attachment 3 B&R CP-CPM-9.10, Rev. 14, Section 4.7 i

D.

Clearance B&R CP-CPM-9.10, Rev. 14, Section 4.7.4, 4.7.5, and 4.11.1 E.

Grouting B&R CP-CPM-9.10, Rev. 14, Se.ction 4.9 and 4.10 F.

Baseplates B&R CP-CPM-9.10,Rev. 14 Section 4.9 an'd 4.10 t

4.

Bolting

[

A.

Engagement B&R CP-CPM-9.10, Rev. 14. Section 4.12.1 B&R QI-QAP-11.1-28 Rev. 31, Section 3.3.1.4 ASME III, Subsection NT, Paragraph NF-4711 B.

Surface Contact B&R CP-CPM-9.10, Rev. 14, Section 4.12.2 ASME III, Subsection NF, Paragraph NF-4722 C. Richmond Insert B&R CP-CPM-9.10, Rev.14 Section 4.12.4 4

i D.

Locking Devices B&R CP-CPM-9.10 Rev.14 Section 4.17 ASME III, Subsection NF, Paragraph NF-4725 E.

U-Bolts B&R CP-CPM-9.10, Rev. 14, Section 4.13 F.

Torque B&R CP-CPM-9.10, Rev. 14, Section 4.13 and 4.12 ASME III, Subsection NT, Paragraph NF-4724 B&R QI-QAP-11.1-28 Rev. 31, Section 3.3.1.4 n

i =: x.

=.u 2 : w a <_ =

-; u u :

' " =..;

a.:.:.

muaw:=.u..:::..a:a=w:

'i-A i

5.

Welding 1

a 5.1 Integral

i A.

Location

-1 ASME III, Subsection NB, Paragraph NB-4427 B.

Size ASME III, Subsection NB, Paragraph NB-4427 4

C.

Profile ASME III, Subsection NB, Paragraph NB-4427 i

D.

' Reinforcement ASMF. III, Subsection NB, Paragraph NB.-4426

}

E.

Undercut!

ASME III, Subsection NB, Paragraph NB-4424(c) 1]

F.

Surface "i

ASME III, Subsection NB, Paragraph NB-4424 G.

Offset ASME III, Subsection NB, Paragraph NB-4232, Table NB-4232-1 q

H.

Cracks ASME III, Subsection NB, Paragraph NB-5300 and NB-5352 i

j I.

Walder ID ASME III, Subsection NB, Paragraph NB-4322.1 5.2 Non-Integral l

A.

Location ASME III, Subsection NF, Paragraph NF-4427 2

B&R CP-CPM-9.10, Rev. 14, Section 4.4 B&R QI-QP-11.21-1, Rev. 9, Section 3.5(b)

B.

Size ASME III. Subsection NF, Paragraph NF-4427 B&R QI-QP-11.21-1, Rev. 9, Section 3.5(h';

C.

Profile f

ASME III, Subsection NF, Paragraph NF-4427 B&R QI-QP-11.21-1, Ref. 9, Section 3.5(b)

D.

Reinforcement ASME III, Subsection NF, Paragraph NF-4426 t

L B&R QI-QP-11.21-1, Rev. 9. Section 3.5(c) i E.

Undercut ASME III, Subsection NF, Paragraph NF-4424

}

B&R QI-QP-11.21-1, Rev. 9. Section 3.5(e)

}

F.

Surface ASME III Subsection NF, Paragraph NF-4424 y

B&R QI-QP-11.21-1, Rev. 9.1 Section 3.5(e) s-g C.

Offset ASME III Subsection NF, Paragraph NF-4232 and f

NF-4232.1

!'j' H.

Cracks ASME III, Subsection NF, Paragraph NF-5360 i

B&R QI-QP-11.21-1, Rev. 9, Section 3.5(d) i j

I. Welders ID ASME III, Subsection NF, Paragraph 4322.1 4

e k'

L

,,,..u=...

u

.. - w w.~ w-<. a: u

.~._ a. --._.c z.

d' o

}

6.

Concrete Expansion l

Anchors 6

}

A.

Size and Number B&R CEI-20 Rev. 9. Section 3.3.1, 3.1.3, i_

B&R QI-QP-ll.2-1, Rev. 18 Attachment 4 5.

Embedment B&R CEI-20. Rev. 9. Section 2.4.5, 3.1.6 C.

• Bolt Spacing B&R CEI-20 Rev.9, Attachment I and 3 D.

Angularity B&R CEI-20, Rev. 9. Section 3.1.2.2 E.

Concrete Damage B&R CEI-20. Rev. 9. Section 3.1.4, 3.1.5 j

F.

Engagement and Bearing B&R CEI-20 Rev. 9. Section 3.1.4 7.

Component Support t

Catalog Items A.

Snubber B&R QI-QAP-11.1-28, Rev. 31, Section 3.3.3 B&R CP-CPM-7.3B, Rev. O. Section 6.0, 7.1, 7.0, 7.2 B&R CP-CPM-9.10A, Rev. 10 Section 3.0 B.

Sway Strut B&R QI-QAP-11.1-28. Rev. 31, Section 3.3.2 B&R CP-CPM-7.3B, Rev. O. Section 5.1, 7.1, 7.0, 7.4 B&R CP-CPM-9.10A, Rev. 10 Section 4.0 l

C.

Spring Can/

B&R QI-QAP-11.1-18. Rev. 31, Section 3.3.4 and 3.3.5

{

Constant i

B&R CP-CPM-7.3B, Rev. O Section 5.1.7

}

B&R CP-CPM-9.10A, Rev. 10. Section 5.0 D.

Low Friction B&R QI-QAP-11.1-28. Rev. 31, Section 3.3.6

{

Bearing Plate B&R CP-CPM-7.3B, Rev. O. Section 3.3.2 B&R CP-CPM-9.10A, Rev. 10, Section 7.0 i

l' I

a 9

1

8 l

ATT.ACEMENT "B" EXCLUDED ATTRIBUTES 1

subsequently excluded for the reasons presented:The following attr i

1.

TOROUE CHECK OF SA193 GR.57 USED IN FRICTION CONNECTIO The required tightening of these connections is by the turn-of nut method.

. results as any calculated torques would be an approrfmatio

}

' method would be to disassemble and retighten, but this does not meet One criteria given in current action plan (s).

2.

TOROUE CHECK OF PAINTED BOLTING

~

~ When identifying torque for bolting, it was noted that bolting in Unit I and Common was painted.

As the type of paint system used causes the break-evay torque to be greater than initial insemilation torque, no

}

meaningful data can be obtained by checking torque.

which have not been painted shall be subject Only bolted items to a torque check.

t 3.

TYPE 2 SKEWED WELDS These welds are covered under Action Plan V.a and QI-006 that co these welds a separate population.

i 4

9 d

I h

I i

1 4

4 i p== ?

,y,

.~ :

- ~ * ~ ~

~

'7

u

__.a.

...--u

. - L a -- - - - ~

= * "

" " ~ ~ ^ -.

^ ~ ~

' ' * ^

,s COMANCHE PEAK REVIEW TEAM POPULATION DESCRIPTION Page 1 of I s

i POPULATION NAME: SMALL BORE PIPE SUPPORTS PREPARED BY' k

abh DATE: JULY 23, 1985 RESP NSIBLL QAfQC SUPPORT ENGINZER REV: 1 SYSTEM, COMPONENTS, AND STRUCTURES:

I Supports for piping systems designated in Section 17A of the FSAR that i

are safety related and are Safety Class 1, 2 and 3 and Seismic Category

}

I. (see attachment)

POPULATION BOUNDARY:

Supports for small bore piping (2-inch nominal pipe and smaller) meeting the criteria for Safety Class 1, 2, and 3 and Seismic Category I.

i Support components as shown on pipe support drawings.

(e.g. structural steel, NF welds, std. mfg. components, place, bolting material, anchor bolts and nuts HILTI type and Richmond Studs, etc.)

Supports that are construction complete and final QC accepted up to and l including June 17, 1985.

}

Supports located in Units 1, 2 and common areas.

All supports which are safety related and are Safety Class 1, 2 and 3

~

and Seismic Category I.

ITEMS NOT INCLUDED IN THE POPULATION:

Supports for instrument piping and tubing.

Large bore pipe supports.

Small bore piping.

Building structural members.

i SPECIFIC INTERFACES:

i Between pipe and pipe support components.

Integral attachments members are included in this population.

Welds other than those covered under subsection NF (e.g. integral attachment welds are included in this population.)

[

Between pipe support components and concrete. Embedment plates and I

concrete are included in their respective populations, y

Between pipe support components and building supplementary steel.

NOTES:

i.

1.

Where supplementary steel is included as part of pipe support details,

(

it will be included as an attribute on inspection checklists.

C APPROVED BY:

h e

DATE:

7/##//987 QA/QC CEAD DISCIPLINE ENGINEER

/

APPROVED BY: J/W.4-[N ~

7!2h DATE:

QA/QC REINSPECTION ENGINEERING SUPERVISOR

?

Li 1

f ATTACHMENT l

(POPULATION DESCRIPTION) 3 1

{

Safety Applicable Code Seismic j

l System and Component 1

Class (1)

Code or Std. (2)

Class Category 1.

Reactor Coolant System RCS) l Supports for Class 1 piping 1

ASME III 1

I 7

Supports for Class 2 piping 2

ASME III 2

I

?

i 2.

Chemical and Volume Control System (CVCS)

Supports for Class 2 piping 2

ASME III 2

I I

Supports for Class 3 piping 3

ASME III 3

I 3.

Boron Thermal Regeneration i

Sub-system (BTRS) i Supports for Class 2 piping 2

ASME III 2

I Supports for Class 3 piping 3

ASME III 3

I 4.

Safety Injection System (SIS)

Supports for Class 1 piping 1

ASME III 1

I

!)

Supports for Class 2 piping 2

ASME III 2

I 5.

Residual Heat Removal (RHR) 1 System

{

Supports for Class I piping 1

ASME III 1

I 1

Supports for Class 2 piping 2

ASME III 2

I

.i l

6.

Boron Recycle System (BRS)

Supports for Class 3 piping 3

ASME III 3

I i

lI i

7.

Containment Spray System (CSS) i j

Supports for Class 2 piping 2

ASME III 2

I i

Supports for Class 3 piping 3

ASME III 3

I

o 9.' Combustible cas Control System

)]

Supports for Class 2 piping 2

ASME III 2

1 Supports for Class 3 piping 3

ASME III 3

I 1

~y...

1. + + w a ***"eme ut**-. n==e w

• • -7

-N+.e

,a e

h I

Attachment (Population Description) 1 I

Page 2 i

I i

i Safety Applicable Code Seismic j

System and Component 1 Class (1)

Code or Std. (2)

Class Category 10.

Component Cooling Water q

Systen Supports for Class 2 piping 2

ASME III 2

'I 4

Supports for Class 3 piping 3

ASME III 3

I i

i 11.

Station Service Water gates (SSWS)

'I Supports for Class 3 piping 3

ASME III 3

I l

12.

Main Steam, Reheat and l

Steam Dump Station Supports for Class 2 piping 2

ASME III 2

I i

Supports for Class 3 piping 3

ASME III 3

I 9

13.

Auxiliary Feedwater System Supports for Class 2 piping 2

ASME III 2

1 j

Supports for Class 3 piping 3

ASME III 3

I

~

t I

14. Steam Generator Feedwater

, Systen k

Supports for Class 2 piping 2

ASME III 3

I t

l

}

15.

Diesel Generator, Fuel Oil, 4

l and Auxiliary Systems

)

Supports for Class 3 piping 3

ASME III&AISC 3

I I:

l 16.

Spent Fuel Pool Cooling and i

l Cleanup System

{

Supports for Class 2 piping 2

ASME III 2

I e

Supports for Class 3 piping 3

ASME III 3

I

17. Liquid Waste Processing 4

System (LWPS)

~

6 Supports for Class 3 piping 3

ASME III 3

1

l I

-m= = ~m m a v = ~'^ ~ ~ ' " " * " ~ ~ ~ ~ ~ ' ~ ~ ~ ' ~ ' ~

l f

i I

Attachment l

(Population Description)

Page 3 Safety Applicable Code Seismic System and Component 1 Class (1)

Code or Std. (2)

Class Category f

i

18. Caseous Waste Processing kr System (GWPS) l Supports for Class 3 piping 3

ASME III 3

I 20.

Demineralized and Reactor j

Make-up Water System Supports for Class 2 piping 2

ASME III 2

1 t

f Supports for Class 3 piping 3

ASME III 3

I k

21. Vents and Drains System l

Supports for Class 2 piping 2

ASME III 2

I Supports for Clahs 3 piping 3

ASME III 3

I i

32.

Process Sampling System Supports for Class 2 piping 2

ASME III 2

I i

5 32a Post Accident Sample Section Supports for Class 2 piping 2

ASME III 2

I

"' 40.

Plant Cas System

a. Nitrogen system E

Supports for Class 2 piping 2

ASME III 2

I j

b. Hydrogen system j

Supports for Class 2 piping 2

ASME III 2

I i

3 I

l NOTE

+

System and c'omponent numbering system corresponds to that shown in FSAR, Section 17A I

4 1.

l

's i.

1 a

?

1

.e-

~

~ ~ ~ ~ ~

m a_..

.a..

~.~

2..w: w

-u.a.. :. L-. a:. -...... =

.a.- u: i:.~.

s e4 4'

ganaigra s

3 TEOEAECH o

• g-CCEPCWATION h

QA/QC-RT-455

/

TO:

T.' Tyler, J. Honekamp (3).. D. Snow, C. Moelhman, C. Hale (IEC) 3 FROM:

QA/QC Review Team Records Management i

DATE:

August 30, 1985 4

SUBJECT:

Document Transmittal The following documents are attached:

POPULATION ITEMS LIST for:

Piping System Bolted Joints / Material Rev. O August 29, 1985 1

If you have any questions regarding this transmittal, please call extension 331.

hin )

j C. M. Thompson /

i Records Managedent QA/QC Review Team 3

j Attachments 9

cc:

ERC File J. Hansel R. Brown T. Lanza 4

J. Christensen J. Schauf A. Lev V. Hoffman B. Shair A. Tewfik Y-I D. Alexander A. Burke J. DiMare A. Patterson J. Adam (4)

K. LeBlanc (WOA)

W. Bailey R. Carle VII.c.' File CMT/rr

(

I