ML20199E560
| ML20199E560 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/09/1985 |
| From: | Carlson E, Patterson A, Schauf J, Schave NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM) |
| To: | |
| Shared Package | |
| ML20199D912 | List:
|
| References | |
| FOIA-86-36 NUDOCS 8606230326 | |
| Download: ML20199E560 (35) | |
Text
__
a COMANCHE PEAK REVIEW TEAM POPULATION DESCRIPTION Page*1 of 2 i
POPULATION NAME: MECHANICAL EQUIPMEN*t INSTALLATION e
PREPARED BY:
f.:.f//
DATE: August 9, 1985 RESPONSIBLE QA/QC SlJPPORT ENGINEER REV: 0 i
SYSTEM, COMPONENTS, AND STRUCTURES:
f i
The population includes mechanical equipment installed in Safety Related Systems identified in Attachment A.
This population includes safety-related i
mechanical equipment supplied by the NSSS Vendor. The Mechanical Equipment Installation population includes the following equipment:
l Pumps and Motors Chillers l
Demineralizers Compressors Pressurizer Assembly Hydrogen Recombiners s
j Heat Exchangers Evaporators c
Filters Tanks l
Reactor Vessel Accumulators 0
The population also includes items associated with the installation of the l
Control Rod Drive Mechanism, Fuel Transfer System. Fuel Handing Equipment,
)
Reactor Internals, Reacter Coolant Pump Assembly, the diesel generator with j
its associated equipment, and the.NSSS vendor supplied reactor cooling components supports.
r F.
POTULATION BOUNDARY:
The Mechanical Equipment Installation population includer, construction completed, final QC inspected and accepted safety related equipment located in Unit I and common, and Jnit 2.
l l
The boundary of the mechanical equipment population is:
At the equipment support points or at the vendor supplied base plate or soleplates and the equipment foundation and steel supports.
At the equipment foundation. Grouting and installation of Hilti Anchor bolts are included in the Mechanical Equipment Installation boundary.
At the welded and for welded end nozzles up to but not including the veld to a mating pipe.
8606230326 860609 PDR FOIA GARDE 86-36 PDR APPROVED BY:
e.[dt d. M 4 A,u c DATE: M 9 ti9E QA/QC LEAD DtSCIPLINE ENGINEER APPROVED BY:
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DATE:
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QA/QC REINSPECTION ENGINEERING SUPERVISOR 0003-S (3)08/06/85
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COMANCHE PEAK REVIEW TEAM 4
POPULATION DESCRIPTION Page 2 of 2 I
f POPULATION NAME: MECHANICAL EQUIPMENT INSTALLATION
. PREPARED BY:
DATE: August 6, 1985 RESPONSIBLE QA/QC SUPPORT ENGINEER At the face of flange for flanged nozzles - not including studs, nuts j
and gaskets.
At the electrical or controls connection.
Fuel Assemblies are not included in this population.
In general, the equipment boundary is defined as shown on the various vendor i
l supplied drawings.
For NSSS supplied components, the boundary is as defined in applicable Westinghouse vendor drawings.
i SPECIFIC INTERFACES:
Concrete foundations and equipment pads are included in the Concrete Placement population.
i Equipment supports that are not vendor fabricated and supplied are included in the Structural Steel and (Later) populations.
Electrical connections to mechanical equipment are included in the Cables l
population.
Instrumentation connections are included in the Instrumentation Equipment
)
Installation population.
l Large bore pipe welds to welded end nozzles are included in the Large Bore Pipe-Welds / Material population, Small bore pipe welds to welded end nozzles are included in Small Bore o
l Piping and Instrument Tubing / Piping Welds / Materials population.
Bolted joints to flanged nozzles are included in the Piping System Bolted j
Joints / Materials population.
Noment restraints are included in Large/Saall Bore Piping Configuration populations and the Large Bore Pipe Whip Restraints populations.
Pipe and in-line pipe components (valves, strainers, flow elements, etc.)
are included in the Large Bore Piping Configuration or the Small Bore Piping Configuration population.
Supports for the NSSS Vendor supplied reactor ecolant piping are included in the Large Bore Pipe Supports population.
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Pag 2 1 of 2 ATTACHMENT A SAFETY RELATED PIPING SYSTEMS ISOMETRIC SYSTEM DESIGNATION SYSTEM DESCRIPTION
,r AF Auxiliary Feedwater j
BR Baron Recycle
CS Chemical and Volume Control CT Containment Spray DD Demin and Reactor M/U Wtr.
i f
DO Diesel Gen. Fuel Oil
- FP Fire Protection I
I GH Waste Process Gas HA Hydrogen Air (Analyzer) l MS Main Steam
/
PS Process, Sampling I
RC Reactor Coolant RH Residual Heat Removal I
RM Radiation Monitoring SF Spent Fuel Pool Cooling and Cleanup SI Safety Injection SW Station Service Water i
YA Heating and Veatilation System 0004-S(1)08/06/85
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ISOMETRIC l
SYSTEM l
_ DESIGNATION SYSTEM DESCRIPTION l
VD Vents and Drains WP Waste Processing, Liquid
- CI Compressed Air Inst.
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- LT Leak Test
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- PN Penetration Pneumatic and l
Hydraulic Conn.
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These systems, although not specifically identified in the CPSES FSAR as safety related, are included because they are a part of Containment Isolation System as identified in the CPSES FSAR.
i These systems do not include equipment that is in the Mechanical Equipment Installation population.
0004-S(1)08/06/85 9
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EVAL.L!ATION WESEAECH-CCEACEAT1GN i
0A/QC-RT-326 i
f DESCRIPTION MEMORANDUM FOR REINSPECTION OF j
POPULATION: LARGE BORE PIPE SUPPORTS-RIGID CODE: LBSR j
h.
August 13, 1985 TO:
A. A. Patterson, QA/QC Reinspection Engineering Supervisor FROM:
R. H. Brown, QA/QC Lead Structural Engineer
}i The checklist and inspection procedure was developed using the following documents:
1.
- Gibbs and Hill Specification 2323-MS-46A, Revision 6 dated June 26, 1984.
2.
- Gibbs and Hill Specification 2323-MS-100. Revision 8 dated July 5, 1984.
3.
Brown and Root Construction Procedure CP-CPM-7.3, Revision 0 dated March 3, 1985, " General Fabrication Procedure."
4.
Brown and Root Construction Procedure CP-CPM-7.3B, Revision 0 Dated March 3, 1984, " Fabrication of ASME Component Supports."
i 5.
Brown and Root Construction Procedure CP-CPM-7.3D, Revision 0 dated i,
March 3, 1985, " Welding and Related Process."
i 6A.
Brown and Root Quality Instruction QI-0AP-11.1-28, Revision 31 dated June 30, 1985, " Fabrication and Installation Inspection of Safety Class Component Supports."
6B.
Brown and Root Quality Instruction QI-QAP-11.1-28. Revision 29 dated Jan. 25, 1985. " Fabrication and Installation Inspection of Safety Class Component Supports."
[
7.
ASME Section III, Subsections NB, NC, ND and NF, 1974 Edition with g
applied addenda and DCA's.
8.
Brown and Root Construction Procedure CP-CPM 9.10, Revision 14 dated June 4, 1985 " Component Support Installation."
9.
Brown and Root Construction Procedure CP-CPM 9.10A, Revision 0 dated June 4,1985, " Installation of Vendor Supplied Component Support
)'
(
Catalog Items."
h
- These documents were reviewed for inspection attributes but were not the basis for any attribute because they did not specify, installation or inspection g
requirements for pipe supports.
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- 10. Gibbs and Hill Specifica?. ion 2323-SS-30, Revision 1 dated February 10, 1984, " Structural Embedments."
- 11. Brown and Root Procedure CEI-20. Revision 9 dated December 16, 1983,
" Installation of 'HILTI' Drilled-In Bolts."
12.-
TUCCO Engineering Instruction CP-EI-4.5-1, Revision 12 dated April 10, i
1985. " General Program for As-Built Piping Verification."
- 13. TUSI Instruction CP-EI-13.0-3, Revision i dated January 5, 1982, "Crouted Threaded Rods Pull Tests."
- 14. TUGC0 Instruction CP-QP-11.2-1, Revision 18 dated June 7, 1985
" Installation of ' HILT;' Drilled Bolts."
l
- 15. Gibbs and Hill Specifi stion 2323-MS-43A, kevision 5 dated July 3, 1984 " Piping-Nuclear".
The specific sources for attributes which are included are shown in Attachment "A".
Those attributes which were considered, but subsequently excluded and reasons l
for exclusion are contained in Attachment "B".
There were no attributes for which alternate accept / reject criteria was provided.
W *) M R.
H.' Brown QA/QC Lead Structural Engineer l
R11B/sep Attachments cc: ERC File l
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Page 1 of 3-ATTACHMENT "A" Large Bore Pipe Supporta-Non-Rigid Population List of Source Document for Each Attribute Attribute Source
- l 1.
Identification BAR QI-QAP 11.1-28, Rev. 31, Section 3.2 2.
LocEtionand BAR CP-CPM 9.10, Rev.14, Section 4.7 (Unit 2)
Orientation TUGC0 CP-EI-4.5-1, Rev. 12 Sections 3.2.3, 3.2.4 (Unit I and Common)
Gibbs and Hill Specification No. 2323-MS-43A, Rev. 5 Section 3.5.3 (For pipe nominal wall thickness).
3.
Configuration A.
Components B&R QI-QAP 11.1-28. Rev. 31. Section 3.3 B.
Material B&R QI-QAP 11.1-28 Rev. 31, Sections 3.2 and 3.3 C.
Installation B&R QI-QAP 11.1-28, Rev 31, Attachment 3 D.
Clearances BAR CP-CPM 9.10, Rev. 14, Sections 4.7.4, 4.7.5, and 4.11.1 E. Baseplates B&R CP-CPM 9.10. Rev. 14, Sections 4.9 and 4.10 1
4.
Bolting j
A.
Engagement B&k QI-QAP 11.1-28, Rev. 31. Section 3.3.1.4 B.
Contact BAR CP-CPM 9.10, Rev. 14, Section 4.12 l
l C.
Richmond Inserts B&R CP-CPM 9.10, Rev. 14, Section 4.12.I.
i 3
D.
Locking Devices ASME III, Subsection NF BAR CP-CPM 9.10, Rev. 14. Section 4.17 I
E.
U-Bolts BAR CP-QP 11.2-1, Rev. 18, Section 3.10 BAR QI-QAP 11.1-28. Rev. 31, Section 3.3.1.4 h
F.
Torque B&R CP-CPM 9.10, Rev. 14 Section 4.13 C.
Edge Distance BAR QI-qAP-11.1-28. Rev. 29 Section 3.3.3.
H.
Grout-in Anchor TUSI CP-EI-13.0-3, Rev. 1 5.
Piping Welds A.
Location BAR QI-QAP 11.1-28, Rev. 31, Section 3.4.4 5.
Size ASME III, Subsection NB, NC, ND, Paragraphs 4427 C.
Profile BAR QI-qAP 11.1-28 Rev. 31, Section 3.4.4 D.
Reinforcement ASME III, Subsections NB, NC, ND, Paragrapha 4426
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Page 2 of 3
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E.
Undercut ASME III, Subsections NB, NC, ND, Paragraphs 4424(c)
F.
Surfaces ASME III, Subsections NB, NC, ND, Paragraphs 4424 7'
C.
Offsets ASME III, Subsections NB, NC, ND, Paragraphs 4232, j
Table 4232-1 r
H.
Eracks/Pusion ASME III, Subsections NB, NC, ND, Paragraphs 5300, k
5352 y
I.
Walder ID ASME III, Subsections NB, NC, ND, Paragraphs 4322.1 6.
Support Welds d
A.
Location B&R QI-QAP 11.1-28. Rev. 31. Section 3.4 B.
Size ASME III, Subsection NT, Paragraph 4427 C.
Profile i
j D.
Reinforcement ASME III, Subsection NF, Paragraph 4426 d
E.
Undercut ASME III, Subsection NF, Paragraph 4424 F.
Surfaces ASME III, Subsection NF, Paragraph 4424 G.
Offsets ASME III, Subsection NF, Paragraph 4232 I
H.
Cracks / Fusion ASME III Subsection NF, Paragraph 5360 I.
Welder I'a ASME III, Subsection NF, Paragraph 4322.1 7.
Concrete Expansion Anchors A.
Size and Number TUCCO CP-QP-11.2-1, Rev. 18, Section 3.1 B.
Embedment Length TUCCO CP-QP-11.2-1, Rev. 18, Section 3.2.3, 3.2.4 C.
Bolt Spacing TUGC0 CP-qP-11.2-1, Rev. 18, Section 3.1, 3.4 D.
Angularity TUCCO CP-QP-11.2-1, Rev. 18, Section 3.1 i
E.
Concrete Damage TUCCO CP-qP-11.2-1, Rev. 18 Section 3.9 J
F.
Nut Engagement /
Bearing BAR QI-QAP 11.1-28. Rev. 31 Section 3.3.1.4 8.
Component Support Catalog Items A.
Sway Struts BAR QI-QAP 11.1-28, Rev. 31, Section 3.3.2 y
BAR CP-CPM 7.35. Rev. O. Section 5.1, 7.0, 7.1, 7.4 BAR CP-CPM 9.10A, Rev. 10. Section 4.0 i
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Low Friction B&R QI-QAP 11.1-28. Rev. 31, Section 3.3.6 Bearing Plates B&R CP-CPM 9.10A, Rev. 10 Section 7.0 B&R CP-CPM 7.3B, Rev. O, Section 3.3.2
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- Attribute may be delineated in several source documents, but only one source may be listed.
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ATTACHMENT "B" EXCLUDED ATTRIBUTES i
The following attributes were considered for inclusion in the checklist, but were subsequently excluded for the reasons presented.
- 1. I TOROUE CHECK OF SA193 GR.B7 USED IN FRICTION CONNECTIONS The required tightening of these connections is by the turn-of-nut method. Rechecking based on this method will not give meaningful i
results as any calculated torques would be an approximation. One l
method would be to disassemble and retighten, but'this does not meet criteria given in current action plan (s).
2.
TORQUE CHECK OF PAINTED BOLT CONNECTIONS In performing the torque check of painted bolt connections, the break-away torque requirsd to break the seal of the coating is greater
.than the initial installation torque. Therefore, the results of performing the test will not produce any meaningful data. The torque I
check of painted bolts becomes a non-recreatable attribute, and is thereby excluded from inclusion as an attribute.
3.
TYPE 2 SKEWED WELDS I
These welds are covered under Action Plan V.a and QI-006 that consider these welds a separate population.
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3 E./A1.1.JATICN WESEARCH CCEPOWATION QA/QC-RT-293 DESCRIPTION MEMORANDUM FOR
}
REINSPECTION OF POPULATION: REINSPECTION OF CONTAINMENT LINERS AND t
. TANK
- STAINLESS STEEL LINERS CODE: LINR PROCEDURE: QI-031 Rev. 0 2
l l
August 21, 1985
{
TO:
A. A. Patterson, QA/QC Reinspection Engineering Supervisor i
FROM:
R. Brown, QA/QC Lead Structural Engineer Please find attached the subject document for your approval.
The checklist was developed using the following documents:
i 1.
Gibbs & Hill Containment Liner Specification 2323-SS-14, Revision 4 I
dated January 10, 1979.
2.
Gibbs & Rill Misc. Stcal Specification 2323-SS-17. Revision 2, dated December 12, 1978.
3.
Reactor Building Containment Liner Details Sheet No. 1 2323-S1-0511, Revision 8, dated October 26, 1977.
4.
Reactor Building Containment Liner Details Sheet No. 2 2323-SI-0512, Revision 4, dated July 25, 1975.
5.
Reactor Building Containment Liner Details ' Sheet No. 3 232-S1-0513, I
Revision 7, dated August 10, 1976.
6.
Reactor Building Containment Liner Details Sheet No. 4 2323-St-0514, Revision 4, dated October 26, 1977.
7.
Reactor Building Containment Liner Details Sheet No. 5 Polar Crane Support Details 2323-S1-0515. Revision 6, dated August 10, 1976.
I 8.
Reactor Building Containment Liner Details Sheet No. 6 Rotating Platform Support Details 2323-S1-0516 Revision 6, dated June 22, 1978.
9.
Reactor Building Containment Liner Details Sheet No. 1 2323-S2-0511 Revision 6, dated October 26, 1977.
10.
Reactor Building Containment Liner Details Sheet No. 2 2323-S2-0512, Revision 2, dated April 20, 1976.
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11.
Reactor Building Containment Liner Details Sheet No. 3 2323-S2-0513, j
t Revision 3, dated October 18, 1976.
12.
Reactor Building Containment Liner Details Sheet No. 4 2323-S2-0514, L
Revision 3, dated January 26, 1979.
v q
- 13. Reactor Building Containment Liner Details Sheet No. 5 Polar Crane y
Support Details 2323-S2-0515, Revision 3, dated February 2,1979.
14.
Reactor Building Containment Liner Details Sheet No. 6 Rotating Platform Support Details, 2323-S2-0516, Revision 5, dated February 2, i
1979.
l 15.
CCP-009 Rev. O, Performance of Reinspection and Documentation Review, dated July 12, 1985.
16.
Refueling Water Storage Tank 2323-S1-0315. Revision 4, dated March 31 1983.
j 17.
Condensate Storage Tank 2323-S1-0316. Revision 3 dated April 21, 1978.
- 18. Reactor Make-Up Water Storage Tank 2323-SI-0317. Revision 3. dated April 21, 1978.
19.
Refueling Water Storage Tank 2323-S2-0315. Revision 3, dated March 23, 1979.
{
20.
Condensate Storage Tank 23:3-S2-0316. Revision 3, dated March 23 j
1979.
21.
I Reactor Water Make Up Water Storage Tank 2323-S2-0317, Revision 3, dated March 23, 1979.
DCA's for references 3 to 8 and 10 to 15, as shown by the attached index of DCA f
listing, were also considered in the development of the checklist.
There were no attributes which were considered but subsequently excluded.
c k
The Specific sources for attributes which are included are shown in a
Attachment "A".
It is decided to inspect the containment liner welds without removing the protective coating for reasons shown below:
The steel liner in the containment wall is 3/8" thick and is" in the done.
Primary function of the steel liner is to provide a membrane which is leak proof. The reinspection of the liner welds in accordance with QI-031 will verify the adequacy of the welds to provide a reasonable assurance that the construction of linerthave followed the intended design function.
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QA/QC-RT-293 Page 3 These liner welds will be reinspected for undercuts, offsets, overlaps, l
coarse ripples or grooves, abrupt ridges or valleys and reinforcement.
L These welding attributes, which will confirm the adequacy of the welds, are l
all detectable through paint. See " Position paper on Visual Inspection of i
Painted Support Welds" dated June 17, 1985, to J. L. Hansel (ERC) from H.
F. Faery (SWEC)
Th'ese liners were erected by utilizing qualified welders, approved procedures, inspected and tested by qualified personnel and approved procedures.
Therefore, the completion of a satisfactory reinspection of the liner welds through coated surfaces, combined with previous inspections, magnetic particle inspection, spot radiography and the present review of the documentations of welds, inspection and test, provides assurance that there are no safety significant problems with the containment liner.
The template of the attribute for the Containment Liner base material has an alternate length of 6' 0" versus 15' 0" stated in Specification 2323-SS-14 The alternate length provides for the existing limited accessibility to the base material while providing sufficient inspection for safety significant problems.
The attribute for Tank Stainless Steel Liners weld surface reinspection has an alternate accept / reject criteria as Specification 2323-SS-17 does not clearly define weld surface criteria.
Prepared by:
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QA/0C Discipline Engineer Approved by:
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QAfQC Lead Discipline Engineer RB/sep Attachments E
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QA/QC-RT-293 1
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ATTACHMENT A LINERS POPULATION I
LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE I
Attribute Source D
5.1 Containment Liner 2323-SS-14. Revision 4. Sections 8.2.2.1.2, 8.2.3.2, o
Reinspection 8.2.3.2.1, 8.4.2.3. Table 8.2 B
4 1
5.2 Tank Stainless Alternate Criteria provided.
i Steel Liner
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Reinspection l
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(1) SS - Structural Specification h 4,
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'.CH DCSIGN CHANGE L.03 ArFECTED Docur1LN' U"DATE REPORT DHG 2323-S1-0315 SHC~T REV 4
NUMBER RCy STATUS NUMBER REV STATUS NUMBCR REV STATUS A
001207 000'
- A 001730 00 V l
!A 001738 000#
- A 002598 001 /
lA 002403 000/
002078 000 7
,lA 002927 000 /
A 004:56 000d IA 004257 000 /
IA 004877 000 /
lA 005427 000V
,iA 006110. 002/
A 019373 006v 7A 013361 000V
- CD S-0250 000#
PREPARED CYt
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_.. O c-OP' N DE!.IGtt CHA*4ti'... 00 ArFCCTED ICTU6'.ENi UPDATE RE ' ORT DH3 2323-S1-0216 SHEET REV 3
NUMI:Cr, REV.$TATUS NJilDCR RE'! STATUS NUMBER RCV STATUS
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4 001207 0007
'4 001730 000v 4
002 *> 26 000/
A 000044 000 V i
03."'.066 000v A
002590 001 /
4 002878 000v A
003257 000 /
4 003419 000 V t 4 003574 000#
$A 010108 007 #
A 014373 006 /
CD S-0250 000 /
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EESEAECH-CC9ACEAT1GN QA/QC-RT-415 l
l TO:
. Levin /J. Honekamp, D. Snow, R. Williams, FROMs QA/QC Review Team Records Management s
DATE:
August 22, 1985 l
SUBJECT:
Document Transmittal l
The following documente are attacbed:
r POPULATION ITEMS list for:
Liners Revision 0 August 21, 1985 i
i If you have any questions regarding this transmittal, please call extension 331.
'/
lll urnJSd'77]
C. M. Thompson / ~
[
Records Management QA/QC Review Team jl Attachments cc: ERC File 4
J. Hansel R. Brown T. Lanza L
J. Christensen J. Schauf A. Lew I
V. Hoffman B. Shair A.' Tewfik D. Alexander A. Burke K. LeBlanc (WOA)
A. Patterson J. Adam (4)
VII.c. File W. Bailey N. Baneijee CMT/rr t
e d
4
-