ML20091C569
| ML20091C569 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 05/18/1984 |
| From: | Karr J STONE & WEBSTER, INC. |
| To: | James Keppler NRC |
| References | |
| SWM-120, NUDOCS 8405300606 | |
| Download: ML20091C569 (10) | |
Text
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0 STONE AND WESSTER MICHIG AN, INC. p' ameegy^",f 3'/
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l The following Open CIO Item / Hold Point Notification (s) is (are) attached for your action /information:
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DISTRIBUTION:
'J.
. Karr CIO Program Manager l
DLQuamme, CPCo (original)
NIReichel, CPCo RAWells, CPCo l L JGKeppler, NRC.
l e405300606 840518 l
JJHarrison, NRC DR ADOCK 05000 BLBurgess, NRC (site) g MN b4g )\\
APAmoruso(2) j Job File C.3 (2)
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ITEM / HOLD POINT NOTIFICATION FORM Sheet 1 of 1 ITEM MBER HOLD POINT NUMBER STONE & WEffTEX 085 CONSTRUCTION IMPLEMENTATION O TRACKED ACTION ITEM OVERVIEW O TRACKED INFORMATION ITEM N/Pl4#7 ##tlEd# MANTJ.0. #0.1450f O TRACxED RECOMMENDATION ITEM O UNTRACKEDITEM REFERENCE (S)
PQCI Review 0 HOLD POINT NOTIFICATION CONDITION DETAILS See attached letter. Serial Number SWM-120.
Note:
Items marked with an asterisk may impact 120D Phase I/ Phase II release.
(PAGE b YES NO'S) 8 NO ATTACHMENTS g
INITIATION-APPROVED /DATE INIT ATOR/DATg DATE RESPONSE REO'D.
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5/25/84 RESPONSE (SEE NOTE) j 1
l (PAGE O vES Mcr.)
O NO ATTACHMENTS EST. CORRECTIVE ACTION RESPONDENT TITLE DATE COMPLETION DATE RESPONSE ACCEPTED DATE RESPONSE VERIFIED / CLOSED DATE ESTE - POR TRACKE0 ACTION ITEMS CMLY, EXPLAIM CLE ARLY OR REFERENCE ATTACHMENTS POR:
- 1) CAUSE OP OSSERVE0 COMolflON 2) CORRECTIVE ACTION TAKEN 3) PREVENTIVE ACTION TAKEN 600-010(NL)
Item 085 Sheet 1 of 8 Attachment i STONE & WEBSTER MICHIGAN, INC.
P. O. Box 1963, MIDt.ANo, MI 48641-1963 Mr. D. L. Quamme May 18, 1984 Consumers Power Company Midland Nuclear Plant J.0. No. 14509 3500 E. Miller Road SWM-120 Midland, MI 48640 Docket No. 50-329/330 CIO Review of PQCIs Construction Implementation Overview Midland Nuclear Power Plant During a review of PQCIs, the following observations were noted. Some are of an editorial nature and, although no response to CIO is required, they should be addressed in future PQCI revisions.
Items of significance that require a response to CIO are so noted.
Response
PQCI No.
Rev Observation Required C-9.30 0
- a. Activities 5.1 and 5.2 (Page 13) do not have activity codes assigned.
No C-6.00 8
- a. Reference to FIC, Paragraph 4.6 should be 5.6.
No
- b. Paragraph 3.2.A.4. Reference to Tensile Strength should be " Average Tensile Strength".
No C-3.01 3
- a. The attachment has an instruction referring to the back page.
Back page of attachment is not included.
No
- b. Action 2.5F, Reference to C-42-71 should be C 72.
No
- c. Supplemental procedure to C-42-72, which provides installation tolerances, is not referenced in the PQCI.
No C-1.31 6
- a. Reference criteria does not include MPQAD F-2M, AAPD/P5PG.3.2 and MPQAD B-3M-1.
No
Item 085 Page 2 of 8 DLQ 2
May 18, 1984
Response
PQCI No.
Rev Observation Required C-1.91 0
- a. FCR C6946 is listed as an inspection criteria but is disapproved.
No
- b. FIC 4.200 should be included as reference criteria.
No C-8.51 5
- a. The PQCI required hold points to be identified by the words " HOLD POINT" but the letter "H"
is being used.
No C-1.81 3
- a. PQCI does not reference a Personnel Certification Section.
No
- b. Section 2.7,
Page 10, does not address qualitative acceptance criteria for grout only by reference to appropriate specification.
Yes
- c. Special Instruction Number 6 requires an NCR for nonconforming conditions.
Page 10 of the PQCI requires " additional tests" for material changes without requiring an NCR.
Yes
- C-1.40 12
- a. Specification C-231, Paragraph 17.1, requirement for grout repair to be free from shrinkage cracks is not reflected in the PQCI.
Yes E-1.0 17
- a. E428, Sheet 301, reference to P-2558-71 should be l
P-2558-7 (Typo).
No l
l
- b. FCR E3550 allows use of power strut clamps and straps.
E42B, Sheet 301, disallows same.
Yes l
l
- E-1.60 8
- a. Conflicts in cable training radius dimensions.
I Page 22 gives no radius or "later" drawing requirement is 12 inches.
No
- b. PQCI references Drawing E-42, Sheet 10C, as a reference criteria.
Sheet IOC is a blank sheet.
Correct references are SC and SD.
No l
l E-5.0 15
- a. The second note in Paragraph 2.6B does not apply.
No l
l 600-010(NL)
Item 085 Page 3 of 8 DLQ 3
May 18, 1984
Response
PQCI No.
Rev Observation Required P1-1.41 0
- a. Activity Number 3.4 Verification that NF support bolts are " Tight".
Tight requires a quantitative value.
Yes
- b. Activity Number 2.1b refers to nitrogen or clean, dry air for blowdown.
Purity of nitrogen, cleanliness, and dryness need to be defined.
Comerical standards are available.
Yes P-2.30 5
- a. 3.2.1 There is an inconsistency between Specification M-326 and this PQCI.
The PQCI states the tolerances as 1 (number) whereas the specification only states the number.
Yes
- b. 3.2.2.c As stated above, the PQCI states the tolerance of i 4 inches whereas the specification states just 4 inches; need to clarify which is correct.
Yes
- c. 3.3.1.b Attachment 1 to the PQCI is inconsistent with the specification
( e.g., group A8 of specification and PQCI).
Yes
- d. 3.3.1.e.2 Attachment 2,
Figure K-1, is inconsistent with Appendix K of M-326.
Note:
AppendixK, Figure K-1 provides, in addition to what is provided in PQCI, a cK., L' and a " note 2".
Yes
- e. 3.3.1.e.3, 3.3.1.e.4 The references in the inspection criteria column should be 5.2.1.c.4.c and 5.2.1.c.4.a not 5.2.1.4.c and 5.2.1.4.a.
Yes
- f. 3.3.1.e.5 Since Section 3.3 covers length, width, and thickness, Subsection 3.3.1.e.5 should state the wall thickness shall be greater (see Specification M-326, Pa ragraph 5.2.12.c ).
It also has to be questioned as to what the speciff-cation means by just saying greater (greater than what).
Yes
- g. 3.4.1.a.2, Page 9, to the PQCI has been changed by Change Notice CN-P-2.30-05-1; however, the change still does not meet the requirements of Specification M-326, Page H-10.
This attachment is for size of fillet weld which is included; however, it is missing the column on "adfuster nut thread UNC class 2B".
Yes 600-010(NL)
Item 085 Page 4 of 8 DLQ 4
May 18, 1984
Response
PQCI No.
Rev Observation Required P-2.30 5
- h. ' 3.5.2.c Wording in paragraph should say " seat angle" and not " seal angle" according to specification.
No
- 1. 3.8 Attachment 6, Page 1, is not consistent with Specification M-326, Appendix 0.
No j. 3.9 Appendix R of Specification M-326 is not part of Attachment 7 of PQCI.
No
- k. 3.11.1.c This paragraph in PQCI does not provide enough information.
The specification states that " snubber assemblies may deviate from the design orientation by 2 degrees provided the resultant swing angle of the installation pipe does not exceed 5 degrees (4 degrees for hanger rods)".
Yes
- 1. 3.11.1.f.4 Page 3 of Attachment 2, Figure K-2, is inconsistent with Specification M-326, Appendix K, Figure K-2.
There is an additional note 2 in specification.
No
- m. 3.12.3 Table 4.1 in Attachment 7 of PQCI is not consistent with Table 4.1 of Specification C-305, Appendix C.
Yes
- n. 3.12.5 Table 4.2 of Attachment 7 to PQCI is not consistent with Table 4.2 of Specification C-305, Appendix C.
Yes
- o. PQCI states / references Appendix C, 2.9, C-305.
There is no such reference.
No
- p. 3.12.11, Pages 5 and 6 of PQCI, is not consistent with Page p2 of C-305.
Yes
- q. 3.12.1 This Activity Number states that the test torque values are contained in Table 4.1 of.
This table is not consistent with the Specification C-305 (see 3.12.3 above).
In
- addition, the specification states test torque values to be obtained from Tables 4.1, 4.1A and 4.3 ies
- r. 3.5.4.e Need to reflect what is stated in AWS DI.1 Code, Paragraph 8.15.1.5, "3/8 inch in any linear inch of weld and shall not exceed 3/4 inch in any 12 inch length of weld".
Yes 600-010(NL)
Item 085 Page 5 of 8 Attachment i DLQ 5
May 18, 1984
Response
PQCI No.
Rev Observation Required
- P-2.30 5
- s. Need to verify under subheading " expansion anchors" no leveling nuts have been used under the base plate, Paragraph 4.20 of C-305.
Yes P1-1.41 0
- a. Activity Number 2.3c requires verification of ASME high strength bolts and does not address bolt type or material.
Yes
- b. Activity Number 3.1 does not reflect size and ratings required in Specification CP-7. No tubing material specification (SA or ASME) is addressed in CP-7 or PQCI.
Yes
- c. Activity Number 3.2 requires verification of system orientation and configuration without a reference criterion being addressed.
Yes PF-1.110 0
- a. Document Number 7220/M-18-549 is referenced as Rev 1.
It is a vendor document in its third submittal and should therefore be Rev 3.
Yes
Activity Number 24 does not require verification of this requirement.
Yes
- c. Fit up requirements in CP-7, Paragraph 7.10b (1-
- 5) are not referenced in the PQCI.
Yes PW-1.00 8 a. PQCI has no attribute for verification of distortion due to welding.
Yes
- b. PQCI does not address inspection criteria to l
Verify compliance with 7220-M-204Q, Page 7a, 1
Paragraph 3 (distance between welds, attachments and hangers).
Yes P-1.01 2
- a. PQCI was issued 2/13/84. Approval was not until 2/27/84.
No r
- b. Page 1 of 19 does not show revision number.
No
- c. There is a page 20 of 19?
No
- d. Vendor Document Number 7220/M-18-549 is in its i
third submittal and should be Revision 3, not i
[
600-010(NL)
Item 085 Page 6 of 8 DLQ 6
May 18, 1984
Response
PQCI No.
Rev Observation Required P-1.01 2
- d. Revision 1 as noted.
No
- P-2.11 1
- a. Pages 15 and 16, Paragraph 2.4, require a 200 degree Fahrenheit minimum preheat for material over 2 inches thickness. ASME III NF 1974. Table NF 4622.3-1 and Specification G-27 PHT 500, Rev 6,
Page 5, Paragraph 5.2.12, both require 200 degree Fahrenheit preheat for material over 1-1/2 inches thick.
Yes
- b. Typo - Page 6 should be Page 8.
No E-2.1 11
- a. Scope covers " Fabrication".
Body of PQCI does not include " Fabrication".
Yes
- b. PQCI addresses no hold points. Hold points for reaming to oversize, slotted or washer correction applications should be considered.
Yes
- c. Page 18 Item 3.9, requires inspection of "added steel" but provides no inspection criteria.
Also a definition of "added steel" is required.
Yes
- d. Special Instruction Number 6 requires QCE to attach page from vendor catalog when identifica-tion is missing or not visible. Section 5.0 requires an NCR for discrepancies in accordance with MPQAD F-2M/AAPD/ PSP 6.3.2.
Yes
- e. Procedure does not require inspection of joint surfaces for cleanliness and freedom from materials that would prevent adequate seating of mating surfaces.
Yes
- f. No requirement is addressed to lightly score galvanized surfaces prior to assembly.
Yes
- g. Specification C-304 should be evaluated in respect to ASTM A325 and ASTM A490 regarding (a) reuse of bolts, (b) retorquing of bolts, (c) washer requirements for sloped surfaces, and (d) slotted holes.
Yes
- h. Quantitative terms are required for " snug tight" and " thread run out".
Yes 600-010(NL)
Item 085 Page 7 of 8 DLQ 7
May 18, 1984
Response
PQCI No.
Rev Observation Required P-1.90 1
- a. Paragraph 3.17A references G-27ED-1 to inspect for visual damage.
ED-1 addresses repair of defects, not detection.
No W-1.00 8
- a. Refers to Specification G-27, Rev 1.
Current No revision is 21.
- W-1.00 4
- a. Item 2.5 references no limits for bolt torquing.
Yes Item 2.4.3 references no limits for measurements.
Yes Item 2.4.2 references no limits for machined surfaces.
Yes
- b. PQCI should address cleanliness precautions when cutting into a component such as pipe, duct or vessel.
Yes
- c. PQCI should address ANSI N45.2.3 for cleanliness zone requirements.
Yes E-40 14
- a. Conflict exists between PQCI and E-42608.
PQCI refers to tie downs in horizontal trays. E-42608 refers to tie downs in vertical trays.
Yes
- b. PQCI references a formul' for cable pull tension.
a No source for the formula is referenced and no inspection criteria for the formula is given.
Yes C-2.10 13
- a. Procedure does not reference requirements for Yes load indicating washers or requirements for use of bolts with nonstandard washers.
E-6.0 19
- a. Activity Number 2.9B requires 2/3 turn for 9 inch Yes bolt. AISC, 7th Edition, requires 2/3 turn for 8 inch long bolt.
P2-10 2
- a. Page 35, Paragraph j, should read maximum filler Yes size.
SM-170 2
- a. More accept / reject criteria should be included in No the PQCI.
600-010(NL)
r.
Item 085 Page 8 of 8 DLQ 8
May 18, 1984
Response
POCI No.
Rev Observation Requi red SM-170 2
- b. ASME NA4460 is not~ addressed.
No GENERAL
- 1) PQCI pages are numbered, QCIR rages are not.
Yes
- 2) Vendor manuals are referred tu as drawings (usually on Page 1, reference criteria).
Yes
- 3) Specifications referenced to outdated revisions.
Yes
- 4) Standards such as ANSI 45.2.6 and MPQAD Procedures B-3M-1, B-4M, and PSP-G.8.1 are referenced in the text of the PQCI but not shown as reference criteria.
Yes
- 5) PQCIs addressing welding should be revised to require reinspection of fit up gaps where accessible (e.g., PQCI PI-2.90 assumes all fit ups are inaccessible whereas in fact, except for piping welds, the majority of fit ups are accessible).
Yes
- 6) PQCl does not provide accept / reject criteria except by reference to other documents.
Yes
- 7) PQCIs refer to vendor documents but should address the fact that these documents may contain special instructions or constraints.
Yes
- 8) PQCIs refer to vendor documents without indicating the specific documents.
Yes
- Items identified with an asterisk should be evaluated for possible impact on Module 1200.
.8
~
J. E. Karr
/CIO Program Manager FB:NL cc:
NIReichel, CPCo Midland (site)
RAWells, CPCo Midland (site)
JGKeppler, US NRC Glen Ellyn, IL JJHarrison. US NRC Glen Ellyn, IL BL8urgess, US NRC Midland (site) 600-010(NL)