ML19329F045
| ML19329F045 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/30/1973 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329F039 | List: |
| References | |
| NUDOCS 8006190839 | |
| Download: ML19329F045 (15) | |
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PROJECT NO.
7220 0.c. ENG. SIGN i
l 8$Yh PREPARED BY NONCONFORMANCE SOURCE STATUS JCR NO.
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CLOSED BY DESCRIPTION / REMARKS DISPOSIT.
ROUTE XMTD REPLY RETD 1 /12/7 3.
Dick _Grote Wall dowels and Asqesn_. Tendon _ Gallery Slap Field __
PE g7 C-1 A
8-20-73 [j,[j) g[/g' 74 Unit 2.
With sketches attached.
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7-12-7d Dick Grote.
Wall dowels & Access Tendon' Gallery slab.
Field PE 8-1]4-7 3 C-1-1
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8-20-72 h,[/),*'//kdp Attached Sketches.
AA 7-12-7 3 3-20-73 9-7-73 Y Buck Kinnev
- 7 Robars in Containment #1 are Undersized PE C-2 PE AA 9-12-73 Steve Grant 28ea #9 Rebara cut off @ 682'-6" to set certain _E eld...
PE 9-13-7 3 colurunsfor suppd'tipe frarDe.
B9actoi Bldg. 41 PR 9-28-71 Clay Clark Liner Plate S-1-5-2-1 veld cracked after Field-PE 10-1-73
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application of prime coating.
PE AA 9-28-7 3 Steve Grant Trumplates by INRYCo in violation of documentaion Field PE 10-1-73 PE AA Requirements CD O
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22 DATE 9
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- 6. ITEM NAME Q No.
I*Ii Blde. 41 7220-C-307 h
Rebar Ibvels ECTION CRITERIA DOCUMENT NUMSER & TITLi.
I EG d SPEC O OTHER O (EXPLAIN) 7220-c-307 Rev.14 Tendon callery Det*4Ts
- s. SOURCE:
ENGRG. O CONSTR.T OTHER O (EXPLAIN)
NA 10, 11.
NONCONFORMANCE (DISCREPANCY) DESCRIPTION:
ASME YEs O No.
(LIST SER!AL NUMBERS WHERE APPLICABLE)
NO 3 1
Twenty-eicht 49 reba-devels extending fren the tendon nallerr inner trall to the Reactor Building #1 base slab vere cut off at the concrete line (582'-6") in order to set certain colt =ns for the cunport frening system.
See attached 7220-FSK-C-1h for locations.
See cheets 1 & 2 of Joseph T. Ryerson & Son, Inc. drawing sv 528626 for col-identification.
- 12. NCR PREPAHED BY:
Date CONCURRENCE:
- "~-
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- 13. FIELD DISPOSITION:
REWORK O RE;ECT O ROUTE TO eRO;ECT ENGRG Q NOTIFY AUTHORIZED INSP. O ROUTE TO MAT'L SUPV. O I
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- 14. FIELD DISPOSITION BY:
Date APPROVA OF FI5L 015 0.4T ON:
Date PFE A%/
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- 17. R EINSPECTION ENGRG.
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Date DISPOSITION CO CURRENCE Date F. EJECT O Remee uae Ear Daa AUTH. INSP.
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8 /29/73 DATE
$, GRANT' nur CH Ef*** ER
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MO DAY'Y O,.
ATTACHED PROJECTNO. 7790 DATE 4-98 7 4.EEM LOCATION AREA /BLOG.
S. DWG/PART No.
REV.
- 6. ITEM NAME O No.
1 91 ntaf eent E2 Tiner S-1-5-U-1 Tiner Plate Assenbly 7.ESPECTION CRITERIA DOCUMENT NUiVggTyLggggggng ((ggy piggg OWa O SPEC @ OTsER O (EXPLAIN) 7220-C-50 Rev. 7 & Accessor7 Steel ADDRESS
- 9. P.O. No.
ENGRG. O CONSTR.O OTxER Z (EXPLAIN)
Southem Boiler & Tank Vorks. Meruhis. Tinn.
7229-C-60 10, 11.
NONCONFORMANCE (DISCREPANCY) DESCRIPTION:
ASME Y:s O NO @
~
No.
(LIST SERI AL NUMBERS WHERh APPLICABLE) 1 s-1-y_9 1 T.5-o-V1 tta Excessive veld cetal was' applied when attaching the 2" cas channel over the veld joining the two h0'-0" Liner Plate to nahe one 80'-0" Plate asse=bly.
Part of the veld cracked after the assenbly was price coated. (See attached sketch.)
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- 12. NCR PREPARED BY:
Date CONCURRENC -
Date 0e'ad En
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Nor 9-2-8-$
- 13. FIELD DISPOSITION:
REWORK M REJECT O route TO eRO;ECT'rNGRo D NOTIFY AUTHORIZED INSP. O ROUTE TO MAT *L SUPV. O v< e, a vnee or an+1 en.
Recove defective veld by grinding.
Visually insteet channel and ulate for further defect.
Reveld in accordance with specification 7220-c-50.
Test with liquid penetrant, and pressure test per C-50.
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- 14. FIELD DISPOSITION 6Y:
Date APPROVA OF Fi O/D S C iTi a:
Date PFE -
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9-28-7$_ SubNsP" " "
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. PROJECT NO.
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28 73
- 4. ITEM LOCATION AREA / BLDG.
S. DWG/PART No.
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TION CalTERIA DOCUMENT NUMSEA & TITLE OWG O SPEC O OTHER E (EXPLAIN) NQAM III Paragraph 3b, number 7, page 2 Of 2 ENGRG. O CONSTR.O OTHER U(EXPLAIN)
Chicago, Il nols 7220-C-2AC Inland Ryerson Construction Products.
l 10, 11.
NONCONFORMANCE IDISCREPANCY) OESCRIPTION:
ASME YES O No.
ILIST SERIAL NUMBERS WHERE AP'PLICABLE)
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1 Trumplate Marked E.rbers H-2, B-2, AK-2, AC-2, AM-2, AM-2, AL-2, AE-2, A2-2 DX, A23-DX, F2-2DY, U2-2DY, E2-lDX, AA, 2-lDX, G2-2DX AC2, 1DX, and A32-lDX supplied by INRYCo in violation of documentation reauirenents.
Specifically, State =ent of Conformity required was titled Certificate of Co=pliance, other specifications not referenced other than throuch the ourchase order nu=ber, scecification revision number omitted.
State =ent that docu=entation meets require =ents was not included, drawings not listed nor were drawing revisions.
Date CONCURRENC Date
- 12. NCR PREPAREDABY0'M$
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- 13. FIELD DISPOSITION:
REWORK O RE;ECT O ROUTE TO PRO;eCT MGRG #
NOTIFY AUTHORIZED INSP. O ROUTE TO MAT *L SUPV. O I
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Date DISPOSITION CONCURRENCE
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STATUS OF QUAL'ITY ASSURANCE AUDIT FINDINGS (QAF)
QAF No.
STATUS
'50MMENT From Construction audit July 17-19, 1973 (Audit No.'C-1) 001 Open Corrective' action' time extended to 10-12-73 002 Open Issued Management Corrective Action Report (MCAR-1) 003 - 011 Corrective action completed and verified 012 Voided 013.- 015 Corrective action completed and verified From Engineering audit September 5-9, 1973 (Audit No. E-2)
Corrective
/
action due 10-19-73 QA #6 Corrective action completed and verified QA h8 Open Corrective action due 10-19-73 Notes 1.
Bechtel Quality Assurance is developing a new numbering syste=
for Quality Audit Findings to distinguish Construction Engineering, and Procurement audits from'one another.
The new system vill be implemented in the near future.
2.
QA #2 through #5 and QA #7 through #17 are not construction related~and are, therefore, not reportable.
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Midland 7220 Systens
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NOAM Section V ru=ber 6 Para. 2.5 10CFR-50 hpondix B Criteria II pr'paros and implemento, with the
CChiof field quality control engineer:
e assistanco of his staff and project field QCEa, a for=al cnd continuous quality centrol training progas which includes utilization of the field inapcotion canual."
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D. R. Johnson /C. Kinney
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July 17, 1973
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Th ntrine Contici P~ nchovink 1
Field Innnnetion M muni G-2. r see nnh 4.1
...2 "The Print Coordinator /Clork shall nacure that auporoodod drcvinsa are withircxn frca uso."
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Many, drawings on the Civil Stick Filo have boon marked void end havo not boca removed.
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Renova superseded drawings frca uno as requirod in Sootion G-2 of the Fiold Inspection Manual.
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M. Pr.lton Supsrseded drawings have been removed from use.
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Q6allTY AUDIT Fli!Dl?S Sept. 5, 1973
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Civil Discipline C. Kinnev
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Material Receivine Report No.~3435 & 3036 PO 7220-C-2
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'D:curentation was reviewed and found satisfactory" h
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.s A review by the auditor of the documentation supplied shows the following discrepancies:
F'N Certificate of compliance supplied was signed by the supervisor of Quality Assurance
' Q for Inland Ryerson not by the. appropriate individual in the manufacturer's crganization.
(2) Materials report of tests and analysis from Bethlehem Steel was signed by the Inland Ryerson QA Supervisor not by the appropriate individual from Bethlehem.
(3) No traceability provided for anchorage assemblies.
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(4) G-321-D form required by 7220-C-33 not provided as part of documentation.
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(1)
Issue NCR for incorrect documentation i
(2)
Institute immediately indoctrination / training cicsses for recognization of documentation deficiencies, r
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Field J. Southard en ral Require =ents for Supplier Ouality Assurance Programs 7220-G-20 (Attachment to C-39)
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% Qunlity Assurance ' Program re'quirements for the elements listed above are described in American National Standards Institute (ANSI)45.2 - 1971".
LNSI 45.2 Paragraph 9 requires "where identification marking is employed, the narking shall bs'cicar, unambiguous and indelible..."
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Reinforcing steel was shipped to the field with paper tags and non indelible carkings.
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Appraise Inland Ryerson of their failure to =cet ANSI - 45.2 requirements and require ic=ediata imple=entation of new tagging syste, and (2)
Indoctrinate / train shop and field inspections in ANSI 45.2 requirements and (3)
Retag material in field.
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" E. Rye /J. Southard/E. Felton is to do corrective action (2) only w.m
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2.) Qualit Control. Engineer's and. Field. Engineers had' received Indoctrination Straining. and will continue..to receive Inde:.:trination-on Material Receiving Field I.nsp'ection.
-A continuous Training Program has bee.n established at
..'b. site sinc.e August 1973.
)Allmaterial.sinfieldhavebeenrejag,ed..
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10-CFR-50 Appendix B Criteria III "Th2 Design Control Measures shall provide for verifying or checking the adequacy cf Dc2ign...."
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Prccedures for control of field engineering design review of vendor drawings havs not been developed or implemented for field controlled / purchased materials c
ent or services.
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Develop / Implement Design keview procedures for Vendor Design Review.
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'*9/28/73
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