ML19329E930
| ML19329E930 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 01/31/1975 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E929 | List: |
| References | |
| NUDOCS 8006180790 | |
| Download: ML19329E930 (71) | |
Text
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NONCONFORMANCE - REPORYl.OG & STATUS BOOK u. 2 3 s I L .
REPORT DATEl e I '
i PAGE COMPT
" " I
- 1. PROJECT NO 7220 SAWS .
bR ORIG. NONCONFORMANCE 8- CLOSED BY PREPARED BY DESCRIPTION / REMARKS nouTE XMT C OSED 10., DATE l i 10 74 L. Johnson 1-231. #R Auv. B1dn Rohnre hont imnenn- Field flo 1 1-30-74 ;
1.203 10-11-74 l l-19-7 1 L. Johnson erly, El ev. SB4' i 1 )-28-7 1 i
10 74 H. O'lleil -111. Shon wold bulned and broken cield A. L. Boulden
)n Liner Plate 1.109 10 74 fio (0 74 5 10 74 P. Carpenter :-211. Missinn tost for structural 4 eld LO-29 4 lackfill 1-002 - E9 T4-l 11-11-7 1 @
h 10;.16- 74 L. Johnson :-231. #8 Aux. Bldo Rebars bent imnron- ricld LO-30-74 Johnson 3rly 1.203 LO=16='74 No ..
l 10 74 E. Manning 1-115. Il-Stamn not nnrmannntly fivod rield 1-28 J.F.Gibson .
)
LO-16-74 No 10-18-74-75 l
fo sppol ?.-GCB-009-S613-3 4.134 0'
l t0 74 E.11anning 1-115. tl-Stamo not normanently fixed :ield 10-23-7 1 E. Manning @
to spool 2-GCB-002-S613-3 4.134 LO 74 flo .0-18-?4 l
LO 74 R. A. Moray 1-115. Documentation nroblem for 400 El It . S . 10-31-7 2 -
on snool 2-GCB-015-S613-3 4.134 LO 74 No .0-31-?4 1R.A. Moray [
l 1-28 II.D. Foster ield .1-1-7" l .
1 1-115. Bends buckled and N-Stamn loose h- LO 74 H. D. Foster 1-GCB-016-SG13-58,2-GCB-013-S613-2. 4.1 34-10-uG-74 -75 -75 ei C
4 LO 74 R. A. Itoray M-1. ne,w nnenmnntatian far enca4"4ad B&W No .0-23-74 1. C. Boothe *
"or B-67-2012-50-1 4.028 LO 74 10-23-7 1 f
C-232. Failure in Ifatorston Adhnsivo ':4 eld .0-23-74 12-13-74 L. R. Albert 5 .0-21-f 4 L. R. Albert 1.106/1.206 21-U4 1 1-14-7L l l
'0 4 R.A. Moray M-104A. Missino G-3210 Form fenm Von- M.S. No 0-31-14 R. A.flo ray f
4.353 LO-24-74 10 74 l
7 LO 4 11. Itaill ey y-39. #8 Rebar broke when cold bendinnJield
!!t# llA-7540 -
1.103 0 ,'4 No 0-31-14
- x. _ _
~W (h
. j NONCONFORMANCE - REPORT LOG & STATUS BOOK g REPORT DATE I T*F 24-75
/
PAGE COMPL.
O o.c. ENo. sics
- 1. PROJECT NO. .
NCR ORIG. NONCONFORMANCE STATUS DATE PREPARED BY s.
lNO. DESCRIPTION / REMARKS route u"TD E$E 'do#SED CLOSED BY i
!256 12-19 A. B'oos -?11. Aux 91dn Rehar innronerly cut rield 12-19 1-14 L. Shively l -74 luring bending 1.203 L2 74 No -74 -75
'257 12-19 R.A. Moray IFMC-1. Improperflill Test Report on sield 1 1-14 1-15 R.A. Moray
-74 E.6010 Held Rod Varies I ?-20-74 75 -75 l258 12-23 J. Aldridge :-38. neam 219R1C Fabricatnd frnn 30 Y l -74 210 natl, not 30 X 190 1.201 4 iield
?-24-74 12-31
=74 f-l4-S
'259 L2-23 J. Aldridge l 1-115. Spools not marked per Spec M-201_sield 1-3
-74 Jocuments not Shop Inspected ASliE4.124 L2-24-14 -79 260 L2-24 A. Boos :-231. Rehars om.itted from Aux Rdin :ife%d 12-3'
-74 '
lal1s 1.203 1 ?-84-74 -74 261 L2-30 R. A. Moray l t-104A. Markinq and G-3210 Forms. Pine MS No 1 -74 ;ize ASME 4.104 + L2=31= 74 -75 262 l-8-75 R.C.Boothe M-1. Ilumi di t y indicator on Steam Gen. BMl *
-i9-El-2012-55-12 ASME 4.021 L-8-75 No 263 L-9-75 R.A. Moray L1-104A. Pine markino, not released, no MS No 1 X-Ray Films ASME 4.111,4.134. + J 7f 75 264 L-9-75 J. Aldridge f1- 1. Prntnetivn cnatinn an stanm nnn Bru '
2SGIB ASilE 4.021 1-13-7 i NO 265 .-10 J.C.Aldridge ( -233A. Drawinns not availahln_ ornn{IEI D/fi . S . 1 1-21
-75 b 10'-75 No 75 R.A. Moray FMR Humber i.101 -75 266 ;-14-71 C.F. Clark c-111. Iiner P' a to damann dun tn fi rn
' Ctetd 1 1 1-31 L.R. Albert 1.109 i 76 75 75 75 .
!67 1-15-75 R. A.floray 'f Ffic-1 F 601n unirt en d c e r t i fi c a-t lon-.- Field 1-22 1 71i =75
>.103 osn4 oc
- 11. P ; c G31
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- p-7-
NONCONFORMANCE - REPORT LOG & STATUS BOOK 12, f .
REPORT DATE T*3'73 Q ,,
PAGE COMPL.
i 1. PROJECT NO. 7?20 RC. ENG. SIGN NCR ORIG. NONCONFORMANCE STATUS NO. DATE PREPARED BY 8-DESCRIPTION / REMARKS
- x E 'N nouTE CEOSED CLOSED BY l 263 1-17 .1.C.Aldridne :-33. Bean connectors damaged, shipment sield 1-30 l
-75 .-14 1.201 E-17-7 1 -75 269 L-20 A.L.Boulden
-75 :-111. Liner Plate X-Ray of renair not J4 eld 1-29 iva11able 1.109 T-20-2li -75 270 L-21 J.C.Aldrid 9e :- 3 8. Damaned beams, nine each. shin-
-75 G&old 2 nent C-15 1.201 6-21-3G 75 271 L C.F. Clark C-111. !!eldino procedures PI-F( A-CO,,)
-75 Field 1-22 1.109 t-Ri-76 -75 272 4 .C.F. Clark
-75 C-111. Leak noted at I:nuckle Plate. I feld flo .-22 1-29 2.Lussier lamination 1.109 .-21-75 -75= -75 273 ,-21 R. A.Mo ray
-75 I; ult flaterial, h" f. 5/8" Round bars. Vield II0 1-24 '
7220-F-11452 l-22-70 -75 274 1-22 J.C.Aldridge M.S.
-75 C-33. 11a te ria l shirned without release Pivia] No 1 1 R.A. Moray 1.201 .-22-70 75 -75 275 1-27 R.A. Moray :1-201. M-104A ITT-Grinnell markinq of Field
-75 X-Rayed joints nor per M-201 ASME 4.192 276 1-28 J.P.Betts :-39. Rebars cut of do not match Dwq <=ie4:d 1-29
-75 C-324 Rev 10 1.103 =t -f41--76=-75 277 1-29 R.A. Moray 1 in4A- imnrnnnr n win rnrn
-75== -(teSg ASME,4.104 1-30-15 278 1-29 R.A. Moray 1- 104 A . Improner G-321D. X-Ra_vs innenn 1. S
-75 3r, Code Data Mane Plate. AS f1E ,4 .124 1-30-; 5 279 1-30 C.F. Clark
-75 C-111. Liner Plate radius out of tol- Eteld 1-31 erance after concret.in ' 1.109 : 74 -75 -
Ioltos com oc - bsf'oFe q .w i1. PR 26 oc G31
. ~- s '
W n O NONCONFORMANCE - REPORT LOG & STATUS BOOK 12
-4 ,,
REPORT DATE 2 -M
, ,. j '
PAGE COMPL.
- i. PROJECT NO 7220 a.c. ENG. SIGN NCR ORIG .
NONCONFORMANCE S ATUS NO. DATE ?FtEPARED BY DESCRIPTION / REMARKS s.
nouTE **x N E 6$so CLOSED BY 280 1-31 G.G. Butler I -173. Hydro water for 2CCB-72 not with-Rtehr 1-31
-75 in limits of letter BEBC598. ASHE,4.353 f if-M -75 l
l aa+Nn?$Y [dY5)M, dM:,1$(I W -"s @ L M.hlW[#gWO?f,'
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, , . - . . , . .~. -.m- 6 NONCONFORMANCE REPORT y
- 7 "*
O. C H A W4 B N G /P A R T H D. R E V. v. PROJECT N3. 12. ' kE D 'DAT 25 OssPOSITION CONCu R NC h 7220 / /// qy& l10/16/7h -- -~- -- -"a =#
l__ISE_MEC-2-.1 X
- o. T:M oEtCR PTiON i DATE
..TEuLOCpTON .
/ --f , --
nnnntor mag e spray viva GM'8 AL NUMSER ff6a(Csgp'~4-o
'9. STARTUP SYSTEM NO.
s .v hTEo or i M
. s CPLACEMENT PA NO.
!/0*7X .ff'/jdd,s.
REV. Pw.ssc? rest. E N* e sp@
.AIS L N/A NA / '
M/A I ,q p .... u .
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PUNCN ASE ORDER NO. S t. QC e -
- O INSPECTION PLAN NO. '16. REPl.ACEMENT SER I Al. NO. j p .
I M-115 M-20 p -3 Rev. O N/A '
7/,ci"'*r**","[fy"M(
- o. Cc NTu CTO RiLOC ATIO N ii.AsME gvES iv. source ,
- , " p,.,Q L.li,_.L.Jellogg_pamp anvhilliam anort . la . .T E M O ao Supplier # '
l $ 8. ROUTING 8HSTRUCTIONSs @ ROUTE TO F8 ELD ENGINEERING O aOuTE TO M ATERiAi.suPERv sOR
' 8 9. NtNCONPORMING CONDITION:
Pipine spool piece 2-GCB-OO9-S613-3 han an M stamn nnrae plate collav that_could slip off of thn pipa and become lost. Ref: M. W. Kellogg, Specification ES-151 paragraph 3 4 3, "Name plates must be attached in a p:riaanent fashion". "Q" No. h.134 m ysm+4nn nn+na an ,4ng nu wn4,,onan 4nnpnn+4nn. nnn nn,a +n,r nnni4na.
i .
- 23. FIELD DISPOSITION OF8 ELD RECOMMENDATION / ROUTE TO PROJECT ENGINEERING 29. FIELD D8SPOSITION RESULT 58 Rcuork: Loose "N Stamp Name Plate Collars" will be corrected by the field in the followinn EFP Aicrn Osb ftElo Sf5P- '
manner: The existinn tack weld holdinn the collar piaces together will be broken - collars ro -fit h AUh 4 !.L. 1.5 S A TIS will then be fastsned securely to the pipe with a clamn - retack collar picten ,tognrher FACTt /'% .f. e nll20/75
assuring a tic,ht fit between co11nr & nino. cnrn munt hn enkon to nrevent nny vela fillnr enterihl N o N N bn in contact with the nine. h- -b /O ~ /R-74 G2. CNCINE[.IIONG DISPOSITION j h p " ./ ( 23. ENGINEERING DISPOSITION RESULT $s W O,f $ f. f f%A,13_ _ n A ft4 M . ft L _mA. $)[l- t'
Y N, De *2N CN ANGE REQUIRE ONO ** ""3 *cT'a "^T=a'^' a'5"oSirica O""'""""'*" 2 . C PTANCE O YEs. sEE arTACNEas U"~ ' CbC- -
1ker REV. DCN f [
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p ........y ....... y ~ a...
. n; 5 ORIGINATOR . V **9
3 NONCONFORMANCE REPORT N h .=,
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,,.,,,,'d cP 2 203 SC.RCP a TED Y 'DATE
! M-6f3 !1 7220 Q/ <-
no/16/7h 2 5. Dt58*OSITION C$NCuid Rl;NCC i
- 2. STEM E"ESCRIPTICN S lTEM LOCATION O l thdTED nY 3 DATE
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J'~ ""ji' " j ' ','
Containment Spray Pipes Wa' AhEu'sI, ' ," , ) ' '
,Y,b(5 *;-- =-----4
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[1 .hEPt.ACEMENT PA R LM ' Y8/['d 3 REV. ']fk '/('l rr Ib ;. >
/(/-3h /M PaoJa c?
N/A sta v a N/A ( Nb. ,,,reato a'meensees S. PU' CH ASE ORDER 740
- 10. QC Fidl D INSPECTION PLAN NO.
N/A t e. HEPLACEMENT SERI AL NO.
. N..I --
- bN f,y. 7g 7220-M-115AC Rev. 1 , . y M-115-R-2 N/A '
, ,f y , ,p
- s. CO N TM A CTO R/ LOC ATION 13.ASME p YES IF. SOURCE Of*"gf'{,*f[7,""
, ," * 'j' .,,
M. W. Kellogg Company /Williamsport, Pa. iT E M O NO Vendor t $. CUTING INSTRUCTIONS: i 7 h MOUTE TO FIELD ENGINEERING O aoure T* =^vrasai suecavisoa _ _ _ _
3D. N2NCONFORMING CONDITION:
1.
Spec. 7220-M-201 Rev. 3 paragraph 6.3.70 states aAll bends shn11 be smooth. free from nynnkn nna nurfnce_defcci without buckles and truly circular. The allowable flattening.
as deteTmf ried by the difference _hetween the._majnv nna minor diameters shall not be greater than 5% of the nominal diameter". Upon visual inspection nine spools 2-GCB-016h1625BF130and2-GCB-013-S613-2havebendsthatarebuckled.
N66~/.3
- 23. $ FRELD DISPOSITION QFIELD RECOMMENDATION / ROUTE TO PROJECT ENGINEERING
- 21. FIELD DISPOSITION RESULTS:
H.C.R. Item fl. Field recommendo route to Pro.icct Entineerinit for approval noe attached nket 1 & 2 to clarify nonconforming item. Illin X/(/? I' E>r N'-- #/<n A
.% w /s M cn / NPM /M /5,+//: <
U.C.R. Item J2. Icose code data name plates have been temporarily taped to the nine. Thece /A ^
// o, W X/M4.'cS-looco code dab name plates vill be repaired in the field in the follovJntt mnner- The exted inn e @n//2c/vy-toe.k veld holdinrt p DISPOstTIONthe colinr nieces together vill be broken-collarn vill then be fantennd (cr it'd.1
- 22. ENGINEERING v gy , g j,g fg s, --- *
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lt12 A'- doty [y 1? f:(5 * *0/.0 '*D.b /5 ***I V'l %J// $Nd ffl* bl(fl .yN,.
- 23. ENGINEERING DISPOSITAON RESULTS:
N NCQ ITdD-l'P dJ kab dea $ii[. llnc Tryrf 2- h ."> -O/($ '.)6'/M ~ 'IS (F-/EOb iN a ' u wim u' s Nia ..<-i a L o d a tYa & w ,eo auc,a Sa;Mk<Junx b-nnb. 'l}Ob u]a lulk -[briku da h ab:tL n Y)vic . ut,:u d nu l/~)-
N -k c ll $ i b. % c n , & L. ;A'M n: v/- 2 ,3 Si ? < . , ,1 b. / (c' .
m-me as;< % "1 - feum i
- t ANGE REQUIRED NO f 28. REJECTED M ATERf AL DISPOSITION /
N O 's svund
' A w to sueeus" 27. QC ACCE,PTANCE O YES.SEE ATTACHEDs 8 asunnu. % .a. e-J' ) l' Y e , ~ K., e /- J l,- /. $ , .
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/ NONCONFORMANCE HEPORT ' ^"
- 2. Lac.wwn ; . . 4
~
i Wa v. 7. PR *aJaCT NO.
- 12. tecPO ATED GY
, ; "' [" g C-288 (q)'
- 3. ITEM EEbef TION
!1 7220
[. [44'4WA lCATO Ill- /4-74
- 25. t2tiPCLIT8 k N CA NCUR R ENCE S. STEM LOCATIO N 33 I DATE 5 ED BY Reinforefpg Steel
- c. cn : A R. N U M B E R Aux. Bida. Slab. El. 593'-0"
- 9. STARTUP SYSTEM NO. '
m !//////dt ekfd[ t aml ll-If'/d
' d. R EPcACEMENT PAFPr NO. REV. Pao,s.T F8Eko E fee SN
~
M/A N/A O.75
- s. PURCN ASE ORDER NO. N/A i
- 80. QC FIELO INSPECTION PLAN NO. 8 8. REPLACEMENT SERIAL NO.
N/A N/A N/A - Q //*f - C. Ci NYC ACTO R/LOCATf 0N *^ N/A tt.ASME C YES 9 7. SOU R CE ' *" '* * * * "* *f' "
- 30. C6UTING INSTRUCTIONSs IT E u Gil NO Construction ROUTE TO FIELO ENG8HEERING O ROUTE TO u ATERiAL SUPERVISOR 9 9. N%NCSNFORMING CONDITION:
A total of four (4) No. 6 horizontal dowels (shop-bent) projecting from A-line wall for the intermediate slab at El. 593'-0" were broken when stripping the wall forms. Non-conforming condition was noted during routine field engineer inspection. Q. - t \ ST Qo s \.263 l Olt I-l e t.. n TA O. A/)N /tsh 2 ). Q FIELD DISPOSITION OFIELO RECOMMEND ATION/ ROUTE TO PROJECT ENGINEERING
- 24. PIELD DISPOSITION RESULTS:
aurc ous Repair in accordance with standard repair procedure. Replace broken bars as follows:
#1 j&, ,, , e ,o . , ,, . ,. ,. f, ,f/v'f.,
Drill holes, fill holes with non-shrink grout (EMBEC0 636) and set the reauired dowels. m , .- r.o > ,' -n Lap splices and dowel embedment lengths shall be in accordance with the prescribed table x . . , // dic I on Dwg. C-211, Rev. 4, Note 3. /.. ..c A. ., . Expected completion date 11/20/74., . ;, ., ,. c. ,,.,.,...,,,,,,,,.,,.)
- f. feV M V
- 22. ENutNEERsN3 DISPOSITION ll IC- % , , . . , ,
. . . . ,. , , . , , i / .1, .N
- 23. ENGINEERING DISPOSITION RESULTS:
1 l
- 04. 33 DEggGN CN ANGIE REQUlflEO ONO " ' " * " " " " * " * " " "
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NONCONFORMANCE REPORT - "^'
- o. ..E v. _ _ roar . . . o_. g__... _ _ 7,oavE cr_.2- "h"'"7*P.
~~
.. e N a -.NG,ca n t 1. caoac r No. ... , 1.. Uis. osn .oN co cunute.cE
_Spoc. C.-233 @ /20/74 '~>"'
- a. n Em onscnier. "
Unit [2 l 2 7220
* " ' " ' c^" "
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1- ,I//*W
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e.tE=.aLNuu E= .. sraavue svarEm No. ... Te(. ce=///48 ENY caar N j =Ev. ...u......~. .n. Enbeds. for_ Slab _Els._593'6" __N/A /A i 3,gj ... d[' s.evacMa:E onoEN No. ig/EcLacEuENT sEniac No.
...oc riaLo .NseEcrioN rL N No.
_ /f.,,? 7-7f _1220-F_30h3/ Reg _CC-2005Re1 J12 C-233A-R-8 Rey O N/A
- e. cont = a cT oniLoc a rioH ii. =E O vs* n.souncE
, w ,,,,,,,,,,,,,,,,, , ,,,,
. Inland..Ityerson/Southfield, Michigan. "E" Qao - - _ . -Vendor. -.
- 83. NoWI ONG INSTR UCT son $4 HourE To FRELD ENGtNEER9NG O aourE to marEn aL surEnvison
- u. NaNeoN,on-iNG coNoir.oN.
- 1. G-321-D not properly filled out.
- a. Block 13 According to approved vendor drawing, suppliers order number should be (210-1012)
- b. Block 17 Buyers Reg. item number should be (P.O. 7220-F-30h32_ Rec,J c M 00.5)
- c. Block 20 Identification traceable to unit should be (" Pipe restraint embeds for slab at El. s93'6")
- d. Column 8 Supplier should - Enter number of panes of "each" tvoe of Otmlity Verification _Iocumenta hairu" submitted. Continued on Sheet No. 2 2). @ FIELD DISPostTIoM QFIELD RECOMMEND AY8oN/ route To PRoJEC, ENG4NEERING 2 9. F6ELO OtSPossTBoM RESULTSs Field Procurement Supervisor to obtain necessary Documentation,Jrom Supplier. 1. Revised G-321-D
/ o.-.
.jf'.tj. '.M. ~a) Block 13 - OK
[ F / $7 _ D Mu. , s a-L_ -- b) Block 17 - OK (( [ /70 o) Block 20 - Traceability to Field Ennineerinn to obtain nonrnvril 33, ENG9NEERlNG DISPoElrlos.
~~
for uneoris1 c:,,h e
- 4 ei,ei n,,
~ ~ ~
2-d /?//V - (Block 21 continued on Page 2)
~~[ / / 23. ENG4NEERING D45P35tylON RESULTE:
- 34. IS DESIGN CH ANGE REQUIR ED ONo 36. REJECTED M ATERI AL DISPoSITaoM Q ..vv.seve sureu..
D vE .EE areAcNED, __., a-- 27[9#fggW, / /,A 3.
,Ap ORAwsNG R E V. DCN aur.o.. .oe se.cre. .,.
SP3C. R E V- AOD. l.048*8 White Copy - Originator O c-G 3-2 Canary Copy <- r s.ki 69 neer 1 Pink Copy - POAE G
~
, Goldenrod Copy - OC
) ~
% e- %
_ - _ _ _ 7 - ._. fW p & + - NONCONFORMANCE REPORT (CONTD) ..rasJ ar 2 ...ca=3.k 1 b R1nale 19 Continued-
- 2. Weld _ rod _verifica_ tion _:toports and material test reports for veld rod havo not been submitted with document package.
3 Purchase Order and approved vendor drawing (F-7220-C-233A-IR-6-0) require material to be ASTM A-36. t rnhe enm. Q)pg"p1ntanunnaintha ananmblies are made_from_ ASTM A-588 Grade A and ASTM A-588 Grade B. It_cannot_ho_delp.ngiped which plates are made out of which material.
- h. 'Pha id" bar used in the two assemblies is A_STM A-588 Grade B.
Monconfomnnce noteLduring receint inspection. "Q" No. is 1.1m 2 Q.C. Hold Tags applied. 38~I/d-87f,,\g^ / v ,, r < - Blook 21 Continued. unit should _be (Pipe restraint embeds for slab at El. 593'6"). Block 20 on revised G-321-D shows traceability t.s CI 1. This shows no traceability to the embeds. d) Column 8 - Indicates a Material Certificate of Compliance was not included in the documentation package. A Ulterial_Cer_tif_icat_e_ of Compliance is reauired and should be so indicated on the G-321-D.
~
o) Column 9 - Shop Inspector needskcomplete f) G-321-D is a two-page document for C-233 Q Appendix A, Page 2 should be completed and submitted. This has not hun done. , s,yfngyf
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.. 1 READ INSTRUCT 1095 ON BACK BEFORE FILLING IN FORM
- s !
, N These retie'rements for E,.paeerie.; .as Oi hty veilication Documenes sse te be turt.tirs an acco,cance with t*, scheif suppWs f.ifurs to comply with tn.s. eetvie. men s enry res t in or:r, ca.icer.ans or wahhotL g of g.,yr,ent anta .
- c i, "
g E y E[,'N T OU4L11Y vf Raf sCAfsom DOCUWimTS *
- h I. 2. 3. . 4 1.
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- o. nny o.an. f.e. ,) i,
- s. 1 3. tt II. 11.
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s ,.4 .w. 1+.>1+3 x 1.3E 6.0 = =' .'a , Shop Detail Drm-ings i n ,wau. 2 6 1 Transparency +3 arints ! 6.OE 11.1 uad" x Quality Assurance Manual n.,w w. 2 2 Welding Procedures and 12.OE ' 7.2 u .u. x . n, w [/ Qualifications Ws,. Alm n.,,w .w.
~ 2 2 x g, 13.OE Weld Rod Control u.a.n.
a .ew.w. I of - Procedures u.a.n. . a..w.cs 2 2- x i 14.0F 7.0 v.avia Repair Procedures
.i
.- n ,w.isi. 1 a .
One extra copy to Engineering 14.0v 7.0 u. u. n, s.ai. 2 2 M at. Ann' Arbor for sign-off l 15.OE 10.0 we ea=
- Cleanine and Coatine Pro c erb.ve s l<
.v.s. -1 a 10.0 v.,.um g/ . Cleaning and Coating _J}
Nr NA - .
, b.15.Ov ars was. Verification Reports ."
1 a ~ 17.1v 5.0 .. . . o N k. NA Certificate ppm re Material Test *
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% 17.4v 5.0 v . u.
A)ff Ma'terial Certificate NA nf & ,,14nne , 2 2 __ x
$ 25.0E 8.1 .
Inspection Procedures N' i 1 a 25.0v 8.1 I Insoection Procedure
- 115e,4er's ced.r ne. 54.Suppu.r's Pat Ise.
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- 41. ..nie& CCE s p.n, 21CAE A. 4 C'5 - *
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- Th. C..f87 Vs. Int; Osc.rwes f.rnishd eith this *
- n. h n. . 4.
cat - s ee t.,e D.r. (. no oC: Cs=u. :...>.i. m p..,,,1, .a. u. r r, e er . u.. u.w.i su,m. , PURCHASE OF MISCEI.UJ;EOUS >STAL - 3 ' CO: SL"ERS P3MER COM?ANY
, ne wo. !7220 MIDLAND PUJ;T UNITS 1 & 2 -
C-3EIQ}.n, i con.o MIDLAND, MICHIGAN
, Appendix A
- . o u.
ENGINEERING AND CUALITY YERiflCATION DOCUMENT REQUIREMENTS t___l. 2 Cr S h d
g e ,
. READ INSTRUCTIONS ON BACK BEFORE FitLING IN FORIA .
q These esgoisements los Eqmees.ep end Oretery Vee.t.cre.ei Daevriests ese es be lett.ttcd in occudents weth thischedde set f2eth befew.
, s.,p.e . isa , .em,i, a thos se. ere.ii ., , si = d,e ce.sen. . .e meld .: pe,~ ,q
, e.s c mpi.ence i .uuahed.- e
*.,. OUALITY VtRIFICATION DOCUttihT1 00 U 1 5 .
St, j 1. 2, 3. 4. 5. Ad Dessene.t Specificaisee
- 6. J. Eg. 9. t O. II. . 12.
- Kind Osaatrr, Frise 3naterv Distri- l5. ppt ,q inspection Easianeria Feeld . glemeigs .
Cateeeey Paragesph of Copies flessued A 8 7 "I
"*"'* heavved bution Conferer Reisaw Resiew OCE leembes Referease I fee Code Chack .
Chech Inst aA fena! Yes . No Reteese la Repeeducible Essefdm
, R,,,edeciue 1 1 I e 16.OE 5.10 nere'da 6
16.OV 5.10 Re ,od.cm.
*= 52=
3 ,, g - 7 R,pred.c.we 1 i x (Frior to Inspection) 21.OE 5.10 ita'e'da Reprodwesble 5 , a 21.OV 5.10- "<da - Repteducsble M.csside
. Repredsc.hte ta.crofJse ,
- Repredes.ble Esset.im . .
Reptedverble . Ecesfde Reproduc.ble Ecref'Je , Reproducible -
- . '~
fA.cretdm Reproduc.%1e . ht.crafde
)
i
- l l
- 13. sappiers Order No. Id. Suppl ers Part Jia. 15. Suppti FartN me
% 1/&/d/z' 17. Seyer's Reg. trees No.
@/ -
de h hr/rds ,16.
, . , ' Quantay E
- 18. anyee's Line!Egmp, Tag se Code No.
- f. .I
$$$?!!r Jf-0489'-llF2 k bb.55 Ar smlds &Sh sys'A"_
T9 Burers Part Name '
- 21. Sup)t.ers ne cerbry that tne listed work and eeguired documents '
\
. Ceafema.:e ' ~ snest the requieements of the psocering documents. s..te-.* SuppGre 1,s.,.re f.t.e 0 ,e
- 22. Basms.ea week wm selened kned en satesfactory templetica ut enred esisticas YES. setsd nadar 12. Remuks @CNE Raye
,eci.e. and .eeisw ei ,-..r.e.ut.ee
,,, ,,,,,;,, ff
-ps.; net..e
__ _ y , , fy . y
- 23. Eog.neenas
/ -- Daie The Castie, Venfiestien Documean subm.tted to tasiacening #
- g,,,,,, . with this form have been see ewed for confennance se the Suwt .specifwd seevirements and are acceptable. Enginere 20 DCE Cterk-la This form and the Owfir, verifkat.ea Documents 5tstement CONTROL NO.
referessed berren Esee been recebed and their Fitt P40. - setatieasbp to the haedaare steras ee,.fied. OCE-5 ssstese Cate After DCE Chechen 0.stsibute to- Prosv ement n'anacee. Tield Off.ce t/.r.a;er, tforeist Supereher c N PURCHASE OF MISCELT).NEOUS IETAL dO3 sD. 7220 ,j
', CONS,UMERS PO'4ER COXP.414Y '
,g ,,
c.m o .
. MIDLAND PLANT UNITS 1 te 2 C-213 )",,,,,,,
AA REV2 Appen xA , a g.34 AIV
' ENGINEERING AND QUALITY VERIFICATION DOCUtA!NT REQUIREMENTS sHtti 3 CF. 3 l RI7RODuct:04 07 THis FOR'A is AUTbOR22fD m _
- QUAti!Y Vif.;FICAT:0:i CCClxitif TRA?.S*:ITTAL-RITACCUC,1 THis $i::1
T ' j.c#r;W.u g1 FIELD CHANGE REQUEST PAGE - 1 OF 1 ' - PROJECT NO. 7220 b-
-..__ Q Ns. 1 107 DATE
- 4. REF(,0jlG. OR SPEC. REV. 5. TITLE
' 10 23 C-391 Rev. 0 & SK-C-429 Rev. A Pipe Restraint Er.: beds *
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. . NOV 191974
.EECiRE! PC/E2 CO?2.
py joy 11 37050 UW_
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10.nEVIEWED BYr*7 / '
^'
f D ( CIVIL - <
*d *-. I~2 ~ M- " ' ~~
~
,t- l Y .6'< 11. APPROVAL OF/ICLD DISP" ITION ELECT. n #/ / f'" Z -/
- f f f
)' ECH. b ?$ Y * >-/.' $ U*NS
$~'uG LotNG
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Preic:: F n:'c d o r *.r / c..t e
- 12. PROJECT ENG*n*G ~ APPAOVAL: ' YES h NOPRO;.E O x a.: < . > . -
Oj_M-j;.gir._s s ,1 ou,. , f . / . .:.. REMARKS:
.i-
. ,. . . .. . [*. jf'
- N ,
_ _l .
.. f .'. ; . '. .;
ElllTT. - PRINT COOltulNATOR - __C/Y'bMD - F li L O t tua rt U ,. .""2'
~
y intCort Bechtel Associates Professional Corporalit. i Inter-office Memorandum ,,' BEEC - 653 -
' 1 To E. E,Felton Date December 17, 1974 subi-et Midir.nd Plant Units 1 & 2 From R. L. Castleberry Job No. 7220 Purchase of Xiscellancous Metal os Engineering -
$11er FCR Log, C-233 PR, 0274 Copies to E .e g ,n, ; r-> i n b 5 h 5. J 7 C j!
R. Stafford At Ann Arbor S. Velker - [I}, ' C. Yen DEC19]SN
Reference:
FCR C-219 approved 11-1-74 - BECHTEi. PCWEn co,y JGB 72.20 PEfL In response to verbal request from R. Grote on 12-17-74, Proj ect Engineering approves the use of ASTM A-588 Grade A or Grade B material for the embedments specified in the referenced FCR. , _ .J
- R. L. Castleberry RPJjef
( - O e G
-.-.r e'&" " " ~ * ~ * " '
/
, WW/
-?'
llts/!s' NONCONFORMANCE REPORT ' * / **#**" '
- 3. M. A WIN r/PAwT NO. eREV. 7. PROJECT NO. t 3. REPORTED SV Or _-4 _ 2. 3 P2 7220-0-111
- 3. aTEM DESe:serPTsON
!5 7220
- s. stem LOCAT Ose Mgt'7/M
'DATE 1/99h1,~
.:S. DISPOS 87f0N CONCURRENCE j "" " " ***-
sh EO Sv s oAgg ' Liner Plate
- c. sER8AL NUMBER Containment #2
- 3. ST ARTUP STSTEM NO.
M/ / % IST RIF(ACEMENT PART NO. k//dM// Jd[ , [ m/ /-//.'/# na SIIE V.'
*=h P. s . I '.
u/a
- s. PU CH A SE ORDER NO.
SS. Gb FIELD INSPECYBON PLAN NO. nA i -
.t., , .. . .v,. _g ....
t4.REPL CEMENT SEMBAL NO. f. n/A n/A ,,f gg(E.%f, / 4 j' . [, 9.CxNTRACTON,OCAT,0N n/A F * ** * * " * * * ** *""U __J/A__ -. ...A= a TES ....OURCE 3 8. KOUTING ONSTRUCTIONS4
== G aa constructinn ROUTE TO FsELD ENG6NCERING C ROUTE TO M ATERB AL SUPERVISOR
. . NO,.COM PO R M.NG COND.T.ON.
Subsequent to a fire in Containment #2 on Nov. 21,197h, slight bulges in the liner plate were noted at two locations. (See attached sketch). Height of these bulges measured from an 8 foot template curved to the theoretical radius of the liner plate was a maximum of 3/8 inches. These deviations are within the tolerances specified in Para. 8.1.2 of Specification 7220-0-111 Rev. 5, but exceed the requirements of Para. 8.1 3 of specification 7220-C-111 Rev. 5 "Q" No. in 1.109 .' y : ,i r2 ec a pr , f: f , L*J. Q FRELO OgSPOStYsON QPIELD RECOMMENDATSON/ ROUTE TO PROJECT ENGINEERaNG
- 29. FeELD D$$ POSITION RESULTS:
Use As Is-The following information is offered in support of this recommendation. 1. Attached FSK-CC2-22 illustrates the approximate location of the fire. It should be emphasized that the most intense heat of the flame did not impinge directly against the liner plate but did rise parallel to the liner plate altoving7ho7sse Tntensa efi m to rise up and out the interior or the structur e. [h rs A f-DisPoseTION
- 22. CNGINE[4'RgNG f* n r*h ts tI Ch rits t )
Fnt'incering. concurs _to "usc-as-is". the UnCL. plate and other materials exposed to the effects of the fire. See additional Engineering comments on page 3 of this UCR. ,Yy*/z(' ' ' t, r / .I. .;. '/ ly s*
- 25. 83 DCStGN CH ANGE I4EOU1HED NO '
O vEs. SEY AYTACHEo, - f y[f gps 3A wgNO R E V. DCN . .. ar.... . . ~ w - , ,;,c,, [c- ,
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-_____?_______'***:__. .......... ....... ....
Whit. Copy - Os10inator Canary Copy Q C-G s-a
- Fa ed En0ln t Plek Copy - POAC Goldenrod Copy - OC e ; ( - '; V .
f
'T ' t</fr.,-
NONCONFORMANCE REPORT (CONT'D) e. re.ce 2 o,,t, , . ,2,,,,2 3 & Bicek 20 (Continued)
- 2. ne blankets _ partially burned in theit._ausgended_ position and than fall ta tha 591' 6" elevation-f-loor.
There,_they_c_.a tinued to burn wh_ile_.r_esting_oq_.the_bsttom_ layer _of_ reinforcing _ steel _for tha 'i93' 6" elevation cover slab (the top layer had not been instaned). Inspection _of_ thia _rehar_waa_ conducted-by cleaning with a hand wire brush followed by visual examination for_pi_t_t_ing, surface coriq#19n. ' cracking, distortion or other irregularities that would indicate damage to the reinforcing steel. Rere were no indications whatever that the reinforcing steel had been subj_ected to damage. Additionalh. tie wires on the reinforcing steel showed no damage. The most notable affect observed was due to soot and residue which must be removed. 3.
'ihe 3"welds.
seam x_2" v 1/4"_ Hammer stiffener _ angles _wera_ located nn the-.inside_ face _of_th e_.line r_pla te._by_ measu rin g -f rom soundings subsequently taken indicated solid anchorage at the stiffener locations. The bulges identified in. Block 19 are located between the stiffener angles. 4. Investigation of the affect to the Carbo-Zinc #11_ prime coat included solvent cleaning and wire _._b_r_us_hinn for soot removal followed by a visual examination with a "5X Keane-Tator Surface Profile Comparator." The Carbo-Zinc #11 showed no apparent degradation due to heat. The most notable affect from the fire was smoke and melted plastic residue.
- 5. The 3/4" dia. leak chase piping did not receive enough heat to cause any distortion. In most cases, the duct tape covering the pipe ends had not completely burned off.
- 6. Wooden plugs that had be'en' inserted into liner plate penetrations received scorching damage and soot contamination but did not burn.
These,_ observations support Field Engineering's position that although sufficient heat occurred to cause these bulges from localized thermal expansion of. the liner place, there was not heat of sufficient magnitude to affect Mt.1 e chemical and physical pro crties/ characteristics' of the liner pintg,,,,, _ ,;, ,,,, 1 - - - - ~~ MerN and adjacent concrete. j .
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y. NONCONFORMANCE REPORT (CONTD) s. u w 3 o,3 I8 23y
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fl ek 22 (e ntinu^d): l rng4 nom.4ng'. concurrence to "use-as-is" is based on the following evaluations / comments: l' . A 4-1/2" x 4-1/2" liner plate sample was removed from one of the larger bulges in accordance with Project _ Engineerinn's directions and forwarded to the Bechtel laboratory. Test results indicate the hardness of the
~ plate to be normal, metallographic checks revealed no decarburization, and we conclude that the plate suffered no deleterious effects. Project Engineering has also checked the additional stresses & strains resulting from the bulnes and conclude they do not exceed allowables.
2. In the area from where the liner nlate section was removed, the concrete surface was visually examined, and also tested with a Swiss hammer. The concrete surfaces visually exhibited no damage, and the Swiss hammer test results exceeded the design strength. It is concluded that the concrete behind the liner plate did not suffer significant structural damage.
! 3.
Inasmuch as the concrete coverinn the embedded rebar was not damaged. We conclude that the embedded rebar itself also suffered no damage. t I 4 l' Non embedded rebar (i.e."rebar in slab between 591'-6" to 593'-6") was also exposed to the fire. Three rebar I l samples were tested to ascertain if the mechanical properties of the rebar remain satisfactory. One sample had I a vield strennth of 59.8 ksi. which is 0.3% below the minimum vield; inasmuch as the test machine accuracy is l i 1%, we have accepted this test result as satisfactory. All other test results met or exceeded the ASTM A-615 l reaufrements. Therefore, we conclude that the non embedded rebar did not suffer significant structural damage. ( 5. It was determined that no bulge extended over a stiffner angle. Also, our calculations conclude that stresses / ' { strains, if any, on the stiffener from the adjacent bulge do not exceed allowables. 6. i The Field has advised that the leak chase system in the area of the fire has been retested. In one area a small l i _ pinhole was noted and satisfactorily repaired. ! 7. Dnmane to the liner nlate coatings has been reviewed under NCR 239.
- 8. In nutsprv. ve_ tonclude the fire did not adversely affect the liner plate, concrete, exposed and/or embedded rebar, stiffener angles, and leak chase materials.
We recommend to "use-as-is" the containment building wall. . ""* 6W gem D'O 6 --
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.,E77 P.Clar g
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- 3. ITJM DESCR8PT80N
!6 07220
- 8. STEM LOC AT80N I
$7ED .T 11/21/73 DATE
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... NONcO N r ON=.NG cOND 7.ON.
While testing knuckle plate leak chase, a leak was found in the liner plate just off the U weld at El. 693'0" Az. 2hO . Thring tha rapnir procea nva it van nnted that tha pleta vag lami"=ted- Q No. 19 1.109. Ona QC Hold tag applied.
- 29. @ FIELO DI5FJ5eTION QF8 ELD RECOMMEND AT80N/ ROUTE TO PROJECT ENGINEERING 2 8. FIELD CISPostT40N RESULTS4 Repair - Remove the nonconforming area and replace with sound metal. All new h *
.., _ A .we d., .rg seams to be covered with leak chase. All work to be done in accordance with mif/. n 6,.,_./ u Nf/.S .
_ approved standard repair procedure (Specs. 7220-C-111 App. "B") Vork may proceed. sm u A Jn , implenentation expected prior to 1/30/75. CL,fr @And-y
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- 22. ENGIN EEft4NG DISPO5af SON 33. ENGINEERONG DISPOSITeON RESULTSe a a nc. GN cet ANGC itEOUaHED O 28 NEJECTED MATERI AL DISPosaTION AN C "*.**ve.weeue" $ OC ACCEr.
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- 6. CONTIB A CTOR/ LOC ATION O VES J. T. Ryerson Detroit, Michigan . EM lb _NO Vendor _ _ ,_,,,_ _ _ _
- 19. OIOUT tHG INST R UCT90N S: Q nOUTE TO FIELD ENGINEERING O Ro u'= 'a = ^v e a'a' SurcV'So*
- 19. MOMCONFORMlNG CONDITIONS
- 1. The 4" round bar requires the following_in order to meet the condili_qns of the_Ee_De__7220-F-llh52-
- a. Certified _ Mater _ials Tests9_R p. ort to include tensile properties and bend test results.
- b. " Statement of Conformance."
ce Tagging needs to include size and length of pieces, number of pieces, heat number and manufacturing mill. Continued on Page 2
- d. 1 pc. is damaged - bent.
St. FIELD OISPOSITION RESULTSs St. Q FIELO DISPOSITION QF82LD RECOMMEND ATIONfROUTE TO PROJECT ENGINEERING Material Supervisor to obtain missing documentation from vendor for items 1-a, b, c and 2-a, b, c as listed in block 19. Items 1-d and 2-d listed in block 19 will have bent portions cut aw.ay and rejected. Estimated implementation date is 3-1-75. ~/r' //.n 6 p 6.W / F
- 33. ENGINEERtNG DISPOSITION RESULTS
- 33. ENGlNEERING DISPOSITION
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- 34. IS DESIG N CN ANGE REQU4 RED O NO
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' ~ * '^"' '**""' NONCONFIRMANCE REPORT 2
- - - A or 774
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- 3. eT EM oESCRIPTioN S. GTE M loc ATeoM
[ (s So ATEo SV 'DATE *. l/-22'75- . f ,[_ [) z / s w /. 2 /-7( 12 pcs. Plate h" X 3/8" x 9" .varehouse qC Hold Area 7h.VbA f f}vr_.e c.u:asat numeEn e sTanTur svsTEu no. .~.. . . . .= 6. 's ==p = ' .**. '
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Ac Tion c R-15 Rev. n . ..M./jt.c ou E j **"*"****[" c.7,220 o-T .Cg8, c Loc. ... -E o vE. y,,,,,,,,,,,,,,,,,, , Ingalls Iron Works, Verona, Pa. .Y E . 10 .. Vend _o_r
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- a '"* M aou 'o "^'*"'^5 5u'< a v'$oa noncoNeou-.=G cono Tio=12 plates mark no. 2ChA received with material on shipment C-lh are in nonconformance for the following.
- 1. TWX # 6576 releases material on shipping list C-lh. Contrary to this, the above plates are not on shipping _liat C-lh.
- 2. The form C-321-D received is acceptance of material on shipping list C-lh. Contrary to this the above plates are not on shipping list C-lh. Continued on Page No. 2
- 20. FaELD otSPoSOYDoM QFIELD RECoMMENo ATIoN/ route To PROJECT ENGINEERING 39. reELo DSSPoSITeoM RCSubTE.
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.-- . NONCONFORMANCE REPORT er 1 27G A l'N G (/{}()(K f43 V. 7. PMGJCCT N9. I CP9 ) 2p bY r DATC 25. DISPostT80fd CCNCUf 48BENCC 7220-C-324
- 3. IT L'M ECSCRIPTION l10 7220
- 3. ITEM LOC ATION
(. V 6d64 ATCDDY 11/28/75 I DATC
.- - -- --* ~e -' ~ " " +
Rehar - fil Bundles
- 4. 5 Clfl Al. N UM D E R Containment Wall - Unit #2
- 9. STAllTUP SYSTEM NO. a qQyg E IC Pl. A C C M E N T 'At T NO.
!/-bfT R E V. ruosser reassa me.eas.sien sa v es N/A N/A j N/A I , , , , , , , , , , , , , , , , , ..,,
G. PU;iCH ASE ORDER NO. le. OC FIELO INSPECYlON PLAN NO. I S. R CPLACEMENT SERI Al. NO. 7220-C-39AC C-231-2 N/A " * * * " ' ' " * * * " " * * * " " **" C. C'.;N TR A CTO R/LO C ATIO N st.ASMC Q VE3 3 7. SO U R C E
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CODE N/A IT E M [g NO Construction 8 8. SC3UTING INSTRUCTION S: QROUTE TO FIELD ENGINEERING C NOUTE TO M ATERI AL SUPCRVISOR S 9. N!NCONFORMING CONDITIONE 8-2 #11 hundled hauch bars were cut off to unke room for the penetrations unidad to,_the liner pinge at El. 596'-0 in Reactor Building #2. The attached Drawing FSK-C-296 shows the #11 bars that were cut off. These bars __d3 n7t conform to Section A of Dr. awing C-324, Rev.10. The Q number for rebar is 1.103. The item was noted during liner p1r ta installation ., vornra v.,v4,,u. 2 88 . O r'<'o o85 Position RFIELD RECOMMENDATION / ROUTE TO PROJECT ENGINEERING II. FIELD DISPOSITION FICSULTS: USE AS IS. Field engineerinn eniculated that since #18 9 12 nrn vnnnirod; i t- uald tako-- - 346 #18 bars or 468 #11 bundles to meet the design requirements. We have installed 476 #11 bundics and as such,we cut the tails of 8 bundles necensnrv, to install the liner n1nta_ Thsrefore the design requirements are still met d b /I H Ref. BEBC-442 Attached
- 22. ENGINEERING DISPOSITION 23. ENGINEERING DISPOSITION RESULTS:
34.IS DESIGN CHANGE REQUtRED ONO ** "'" " "^i.w sma amm=-- 21. x uCmAuE D ec a-O vEs..zEATTACtEo. ,,,,,,,,, . . , , , , , , , , , 051 AWIN B REV. DCN
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CPE C. R E V. ADD. iNT, . s
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k t Bechtel Associates Profesa,
. inter-office Memorandum .
stec - 442 ' Ta E. E. Felton DM August b, 1974
, se,.9c t!Ldland Plant Uniu 1 & 2 -
Frwa L. Cas tleberry. Jdb IIo. 7220 'R. . Rec tor Building #2 Reinforcing or Engineering S teel cm File: C-0294, C-2122, 0274 Ann Arbor p. J. Hink .
Reference:
(1) IOM BCBE @ E. , 8Yelton M . to P. Martinez, dated June 21, 1974, We have reviewed the as built condition described in Reference 1 con-cerning cutting the tail of 8-2011 inclined bundled bars which interfere with penetrations at elevation 596'-0" in Reactor Building #2. We request that you issue an NCR for the above mentioned subject since it was a deviation from the design drawing. Our review has indicated that the as built condition is structurally adequate, and we will approve the NCR to "use-as-is" when it is received in our office.
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-. a NONCONFORMANCE REPORT .
j**'l ' ' " * " "
- 279
- a. p aw evere=NS-w
_ % CCD. i R E v. v. PROJECT NO. DATC as.Discoser:ON CONCuNnE NCi: 7220-0-111
- 3. 8 TEM DESCRIPTION
]6 7220
- 8. BTEM LOC AY40N s(IKW.'aY
- 3. RLPOsgTLI,'hd. . -ill/30/75 - - - -
I DAT
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l'3. LtD A E V *" _Lincr_ Plate. C.57R8ALNUMBER Containment #1 - - w(/..<.~ -_!/ ehi
- 3. ST A RTUP SVETEM NO. g(. s CPLACEMENT PART SeO. / REV. .e.a. cr e e.te . m.ser. .a e.t.
.u/>
- 5. 6 URCN A S E OR D E fB NO.
N1A ulA e . . . . . . . . - . . . .... 8 S.GC FIELD INSPECTION PLAN NO. 9 4. EltiPLACEMENT SCRI AL NO. N/A , E: H/A c-231-2-h31 N/A . . . . . . . . . . - . - .
- 8. CJiNTR ACTO R/ LOC ATIO N t9.ASME 9 7. SOURCE Q YE5 MA
- 18. ROUTING INSTH UCTiONS:
n,E M pNO Cgns,t m tion _,,,,, , ___ QROUTE TO FIELO ENGINEER 8MG O ROUTE TO M ATCHI AL SUPERVISOR 9 9. NONCONS OftM8NG COND4740Ne Ihring a routine inspection _ of liner plate tolcrances prior to _the conc _ rete po.u. r. two cmall areas are noted to be in excess of allowable tolerances of 7220-0-111 Rev. 6 Para. 8.1.2. When using the 8'0" template, the liner plate'extenda 1/h" beyond allowable limita. The areas are at 1800 E1 593'6" 0 and 200 El. 593'6" "Q" No. is 1.109 / qc go ,.o Ts c Appups
- 30. Q FIELD DISPOSITION [FSELD RECOMMEND AT80N/ ROUTE TO PitOJECT ENG8MEERING St. PIELD OtSPOS8780N RESULTsa Use as is - The areas noted are approximately h" X 6" in size. Probable cause was weld heat concentration in this area. Attempts to straighten the areas may cause more harm to the plate than good. Vork may continue. o . , , , -
0 $ b/!!$ 0drTV YA k T r s c ~ f r
- 13. ENGBNEERING DISPC$tTION *
- 23. ENGINEERING OtSPO50740N REEWLT56 24.45 QEStGN CN ANGC REQUIRED ONO O vEs .EE aTTACNED.
o....."~~
~~
OW A vif)NG .. REV. DCN t
..tn.nea.oeene..,.. ..,,
TPEC REV. A D D. s.084 5 Whit. Copy - Origin.sor G C-G 4 a C.n.ty Copy - Fl.id Engin.or Pink Copy - POAE
. Gold.nred Copy - OC
+- ? . NONCONFORMANCE REPORT " ~
* * "" ' 1 Ep.e a'we~*e s'e M" ' '
i MC v. ,. PenostCi eeo. i s. utPonv Eu ov ~ 9'o#iE" a ~~ as a[i ose s .oN CoNCue. NCC _n.ns_-
- s. sis.u reESCasPrioReactor cavity N a_,nE-ia o122o coCarioM gio v G 84 4 o.3 f 1a5
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i g s . a ppv E o .- 1C - I.si,l10 C. E. . 2" N -o..ER.C, CB-1?,_JIVdro Wa2te_I Cont,3inment 82 ff M1 'h31*7 E
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- - - - - * = = ~ - = =
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Site .v E u O Mo Construction 8 8. 480UTBNG ONSTRUC FloNS: { Rou1E To f*sELo ENGINCEHtNG O aou rs To "a'=a'a' supe aw'soa
- 53. NoNCoNFoftMsNG C.NDITeoMt LetterJEBC_#598 s.tates_ quality 2equirca._ror_the_wat.er tq_de use_a_to_bydrost;atic__icat_.Mtut._
2" 2CCB-72. . A hydrostatic test of this line was performed on 1/3/75 using water supplied __by CPCo. Upon review of the_ lab analysis report, indicaMng analysis was performed on 1/21/7{, it was determined that the water did not comply with the quality requirements as detailed in letter #EEBC #598.
'I 45 %.563 One Hold tag _ app].ied.
3 ). O r'c'o o'sPoson Erie'o acCo==<anavsoaraouvE io caosECr tasiaEEaiao si. r E'o oisPosarsoM aEsu'ss. Use_as is. If reguired by Engineering, the installed line could be flue _he.d after a demineralized water supply is established at the .iobsite, d/rd ,X. 6. '/3eMW / -3 / - 7.5 8 2 3. ENG0NEER $NG DISPossTaoM
- 23. ENG 6NEERtNG otSPo$3780N RE5ukTse as. es UCS8f3N CH ANGC REQUtteCo ONo " " " " " " * " " " " " """""""
O vE.. .EE neve CNEo. U".a."."" a . ~~ ER AWING R E V. oCN .... C PE C. REv A O u. sensI White Copy - Originatos G C4'. 3 3 Cana yCopy - Feoid Engineer Pinta Copy - POAE
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Bechtel Associato Professional Corp "[
~BEBC: 598 Int:r-offica M morandum - -
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a
) E. E. Felton November 6,1974
', Midland Plant Units 1 & 2 -
.R. L. Castleberry Job No. 7220 copies to Testing of 2" Reactor Cavity Drain File: 0274, M-5004 og Engineering ,
f h f f f 'f
. ^8 Ann Arbor 9
- s. Blue NOV U 1974 G. Eshleman
' BECHTEL POWER CORP.
JOB 7220
. . PEP-This is a complete response to BCBG-427. ~
Reactor cavity drain lines 2" - 1CCB-72 and 2" -2CCB-72 are to be hydro-tested at 1500 psig per ASME Section III NC 6000. The design pressure is 1000 psig, the design temperature is 3000F. The water to be used shall be demineralized water with the following quality: - Tempertture 450F min Conductivity 2.5 umho/cm max
. pH Rangs @ 770F .
. 6.5 - 7.5 Fluoride Ion (F) 1.0 ppm max '
- v '. Chloride Ion (Cl) 1.0 ppm max Suspendr:d solids
,0.1 ppm max Water purity measurement must be made in accordance with ASTM standards. I l
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4F . . 0.UAUTV AUDIT FIP3ijlP3G ll s; 9, 11/21/74 RS-1 .(042) a.j ......,.. ... . . . . . . . . . . .
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,, . rut,AND - JOB 7220 MANAGEMENT ...... R. SOMIERFELD 13 7 c. DOCUMENT STORAGE VAULT ' A. BOULDEN m._.u........................... t!EPQ-VT, REV. 1, PARA. 2.0 p ... ,.. .. 2.1 "Each condidate .... shall be examined for near distance visual ability on an annual basis". 2.2 The candidate shall read J-l' letters on a standard Jaegers Tes t. . . " g_
- l. Vision test records of NDE personnel are not properly completed as follows:
Bechtel Personnel 3 G.A. Durbee: Vision test record not dated. S.E. Tucker: Jaeger 1 test results improperly recorded with 20/20 'F. s indication. (Rexamined 11/20/74) . X-Ray Engineering Personnel - M.A. Cross: Jaeger 1 test results improperly recorded with 20/20 indication. - G.A. Green: 'Jaeger 1 test results improperly recorded with 20/20 indication. l ,,1..>.................. R3 test for Jaeger 1 results or correct form if backup data is available. 1 1 r . l
... m .o......... . . . .....................
f 11/2 3/~'.'. PFQCE -
- 7. .
l All test records noted have been corrected where backup data was not available, retests were performed and properly documented. . 3(m l v; -
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,.=..u:........(................ QC Document Control J. P. Connolly' FIM G 3 Rev. 3 (A) para. h.h.3 (B) App. B (C) App. C A. Each tag shall contain the NCR number plus a unique subnumber' identifying the tag and the total number of tags for that NCR. . -
B. In'structions for preparing the nonconformance report. Block No. Entry Information 8 Enter location of the nonconforming item. C. Instructions for preparing the hold for QC Clearance Tag. . Block No. Entry Information 2 Signature, . . . . . of the QC Engineer. i . A. Two hold tags for NCR 207 did not have unique subnumbers and the total number of tags were not indicated. B. Item location for NCR 207 and NCR 230 not as indicated. NCR Indicated' Location ~ Actual Location - - 207 Fab Shop QC Hold Area 230 Poseyville Siding Adj. to East jig b1dg. R's 207 and 230: hold tags showed persons other than QC Engineers as responsible r ngineers. NCR's 200 and 253: hola tags showed persons no longer employea as res-s ponsible engineers. . _ . . _ , . ~ . . . . .
- 1. R; view open NCR's and hold tags to assure current status of locationu, responsible tngineers, etc. are provided. -
- 2. Provide for periodic review of open NCR's and hold tags to update for necessary changes. ,
.... m. ~.... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 /31 /76 PFQCE
- m.......; ........... .
.2 .
- 1. All NCR's and' Hold tags' reviewed and updated.
y 2. In the future, NCR's will be updated to indicate applicate storage area as non- ' conforming material is moved from' one storage area to another. 4
- /-2 7-W
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Sevo Midland 07270 ............ . . . . . . . .
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16-1-P-0 Field Engineering T. Valenzano
......u...............................
- FIM G-3 Rev. 6 para h.10.1.
m...,.. . ; Tha PMCE shall route a copy of the completed NCR to the organization responsible for control of the' activity which apparently caused the nonconformance. Each'such or-ganization will evaluate the feed back information provided by the NCR and initiate whatever correctiva action may be warranted to prevent recurrence. Contrary to the above, no evidence was available n's to evaluation made of feedback information as described above on completed NCR's 248, 256, 223, 164, 208, and 222 which were routed to E. E. Felton. . ( . . 1 .
~ :
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. . . - . , . . . . . , . l l
- 1.
- Provide objective evidence to satisfy compliance with this requirement.
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.. . . ... . E ... .......... . ......... ... .. '
" " l 2/28/75 E. E. Felton
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f, u) Midiud. . . 07220 ......... ......... conctruction O =- a = G. L. Richardse 3.,..ATbVit, J. Hillers 1_ $ QC Files H. Hoofensnirger o._..,es . ............................... Spec. 7220-C-208 Rev. 3 ' . . 6. . .. . . -
~
para.6.2 Aggregate acceptability tests -
" Aggregate camples subctitted'by the concrete supplier from his proposed source shall be tested by the subcontractor".
"The following tests shall be performed"
" Petrographic Examination - - - C-295" (AsTn Designation) -
' Tha results of " Petrographic Examination" for the 3/1" and 1 " concrete aggregate 5 prenntly being used were not available for review in the QC files and could not b2 located during this audit. Quality Control hab indicated that the tests have been
;-un. !
( y( ) ( - Obtain results of these tests if available or submit new camples for enmietion and ebtain these results. 1 I
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p /M, /74 pypcp 2 - a ........... 2 . Subject test report has been receiven and is en file. . S
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QUAUTY ASSURANCE DISCREPANCY REPORT - 3 oao ioENT.no. 029 (OA DAILY LOG SUPPLEMENT) JOB NO. 7220 4 ISSbE DATE r 9/12/7!i' 1 PROJECT /DEPTJ3ELLEH 2 PolNT oF ORIGIN .
@ FIELD 5 oAD PREPAREo BY Midland - 7220 O OFFICE R. E. Savo 6 DAILY log DATE 7 CHECKLISTITEM 8 WMERE FoUND .
, 9 olSCUSSEo WITH I. Quality Control J. Aldridge 9/11/74 N/A II. Storage Areas 10 CONTROLLING ooCUMENT.SECTioN, PARAGRAPH,ETC D.*lbrtin J. Tice c) FIP G-$, Rev. O b) FPG-3, Rev. 2 G. Dexter c) FPP-15 G. Lithen 11 oUoTATsoN .
- c. h.1 Quality Control Engineers shallJinspect the storage areas...to verify conpliance with progran criteria.
h.2.1 The QCE nhall perfozm periodic inspections...to assure that designated storage areas are being properly maintained. Following are eranples of itens to be included inithe inspection: a, b, c, d, c.
- b. 8.3 3 _ Storage Areas 1 Itens should retain purchase order identification for retrievability and inventory control, as applicable....
8.3 3 1 Access to storage areas shall be limited to personnel....
- c. ...a conprehensive storage plan shall be worked out.
h . c 1. ( 3). This storna knv co,-rnnpnnan tn p'avinunly n nkod loentionn 12 otsCREPANCY DESCRIPTION storage plan. on th* comrehar nij g I QC storage inspection reports reviewed do not provide evidence of in'spection results for all storaga areas since storage areas are not designated. Also reports do not address evaluation of storage areas as to acceptability based upon criteria given in FIP G-5, Para. h.2.11.e. control of access to storage areas has not been identified. II
- Contrary toathe above, materials storage. engineer could not provide evidence of the following:
a b Designated storage areas, and conprehensive plan were not available. c Inventory control nor F.O. identification *.for retrievability were available. l Limitations on access to storage areas were not available. l 13 REcoMMENDEo CORRECTIVE ACTION I Provide for each docunentation storage area. during inspections to assure acceptability per listed criterd a iia Designate storage areas and provide storage plan., , iib Provide vv- %..u - assurance of limited access.
---.,__.---c u a s c, - + , _ c-,
_ u , - ..-t e , 4 +, a 4 . .a - , . -a,a Y. 4 1
~FSCH'EoUilo}Co ATF ib'AESToN'SINOWFoR CoRRYCIIVE'
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df8dE" ~ ~",""'~~# ' ' " ' ' ' ~ T & TT C_ . (7fT16 y N I J. Connolly II E. E. Pelten 16 CORRECTIVE ACTloN TAKEN 1. Storage areas have been designated in a memo (and in several updates) to J. P. Conno lly (PFQCE).. Sketchts showing locations of the-laydown areas are posted in the Materials l }upervisorsoffice. - (qee A ached Sheet) '
'Ib
( MNI ' b b1 19 ConifECTIVE ACTION VERI'FIEo BY oAE [ / '
/ or E .
v riduRE 7.38
- i. 4, 046 p QUALITY ASSURANCE DISCREPANCY REPORT -
- 4. ISSUE DATE 12/10/74 1.. PROJECT / DEPT./CONTR ACTOR 2. POINT OF ORIGIN 6 FIELD 5. GAD PREPARED BY:
gQ Midland - 7220 0 OFFICE R. E. Sevo S. WORK PLAN DATE 7. CHECKLISTITEM 8. WHERE FOUND
- 9. DipCUggig 12/10/74 N/A U.S. Testing /Q.C. Records K. Rademacner
- 10. CONTROLLING DOCUMENT, SECTION, PARAGRAPH. ETC.
Spec. 7220-C-208, Rev. 3, Paragraph 7.3.1 e
- 11. QUOTATION
...each test will not represent more than 250 tons of aggregate size delivered....
If an aggregate sample fails to meet these requirements two additional tests will be performed.... If either of- the two additional tests fail, the contractor will ! either reject the material or evaluate it to assers its acceptability. I O 12. DISCREPANCY DESCRIPTION 1 Contrary to the above, incoming aggregate records for the period of June through O September 1974 were reviewed with these results; of the 20 days reviewed, 93 tests C (/ were taken of wnich 61 failed.
. Evidence is not available as to additional tests take.-
for each failure, also evidence of rejection or evaluation for acceptability is not available. Frequency of tests not . assured due to improper log entries. It- should be noted that belt samples during this period indicated material to be acceptable, which is the final point of acceptance.
- 13. RECOMMENDED CORRECTIVE ACTION
- 1. Direct the testing lab in proper maintenance of testing frequency log.
- 2. Assess acceptability of aggregate during this period. .
- 3. Provide method of assuring compliance with this requirement.
- 14. SCHEDULED COMPLETION 15. RESPONSIBILITY FOR CORRECTIVE A'i6h -
DATE 12/20/74 1., 3. J. P. Connolly J., S. E. E. Felton
- 16. CORRECTIVE ACTION TAKEN a- _w
..a. ,n
. Response to QADR #046 was accomplished by attachel letter, 7220-C-231-4 from
;f Terry Valenzano to Jim Connolly. ,
/
C 17. l DhTE-- 7/ COMPLETED 18. .SUBMITTED
') 6 l ~
BbYESPONSIBLE a Tr AUTHORITY)26 -
- 19. CORRECTIVE ACTION VER L BY OAE 26.OATE
. AAO-86 9/17/74 "
g~ um Ih i s
~
&W L Wh/ll' YU '
OUALITY ASSbANCE D!SCREPANCY REPORT c. ISSUE ATE
- 1. PROJECT / DEPT./CONTR ACTOR 2. POINT OF ORIC1N 1/10/74
@ FIELD 5. OAD PREPARED BY:
Midland 1 & 2 O OFFICE [ G. @lORK PLAN DATE 7.CHECKLirTITEM 8. WHERE FOUND g s
- 9. DISCUSSED WITH N/A N/A QA/QC files
- 10. CONTROLLING DOCUMENT,SECTION, PARAGRAPH, ETC. R. Mul m' e NQAM II #5
- 11. OUOTATION 2.0 "The design process includes the preparation, review, approval and dis-tribution of design documents. Chnnges to design output documents shall be controlled to assure that an interfacing orgnnizations are notified ..... .
changes are trnnnmitted to using organizations". ' d 12. DISCREPANCY DESCRIPTION Rev. 6 of the Q-list has been issued. At the time of issunnce the document con-( troller deleted several holders of tha Q-list from the distribation list. How,
~U ever, these holders of Rev. 5 were not notified nor were the superceded copies of the Q-list destroyed or voided. Rrnmples: G. Richnedtion, L. Albert, I). Thompson.
- 13. RECOMMENDED CORRECTIVE ACTION Notify holder of the Q-list that are no longer on distribution and destroy or void the superceded Q--lists.
- 14. SCHEDULED COMPLETION
- 15. RESPONSIBILITY FOR CORRECTIVE ACTION DATE 2/10/75 E. E. Felton -
- 16. CORRECTIVE ACTION TAKEN
.g J7. DATE COMPLETED 18. SUBMITTED BY RESPONSIBLE AUTHORITY
( 19. CORRECTIVE ACTION VERIFIED BY OAE 20.DATE AAO-86 9/17/74 p 9 _ _ ^~~
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dv Route To Thio @opy 17or l . File If@ E.6 ~
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- Istue Data August 21, 1974
. ,.C.S. Kc21cy S.H. H:w:11 ,
Project mawa 1 & '> ( C.Q. Hills W.E. Kranlcr (2' , H.W. Slager W.F. Holub hm F05r:t File Title NCR's on Bechtel p ] (last) . File Nonconfomance No QF-18 construction p This Nonconfomance Report is Issued to: Prepared By [MMr-j Date Mr. E. E. Felton Bechtel Power Corporation DM ' P. O. Bdx 2167 , Written R ly Requi By Dat:9 Midland, Mi. 48640 etion Required By Date 9-18-74 who is responsible for correction action. NoI}confomance Description and Supporting . Details: ,
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WFMC-1, Rev.'O entitled " Welding Filler Material Control Procedure Specification" item 4.3.4 states in part, " Electrodes shich are removed from *
,a rod room storage oven shall be placed in heated portab1'e rod warmers,, .
for issuance to welders. ' In violation of item 4.3.4 it was observed that about 10# of E7018 elec-trode was removed from the red room storage oven and placed in a cold- portable rod. warmer and ssued to a welder. '
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AEC Reportable Yes O no see Proceaure 9 ' nerortins of Deficiencies to
- AEC Notified on By Method '
l Reco=nended Corrective Action (If Appropriate): I 1. Comply with WFMC-1, Rev. O, item 4.3.4. , ( Providd training of cognizant personnel
- 2. .-
. 1 I
Corrective Action To Be Taken: 1 l See Attachment A. ) I I l Underlying Cause of Nonconfomance:
- See. Attachment A. -
(corrective Action Implemented and Nonconformance Closed) Confir=ed By b Date /-/o-75' 1 1
) . 1
) .
.1 b De Provided 'by Addressee.
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3/15/74 . . Pe6e 1 d
s Attcchm:nt A to NCR QF-18 Augurt 21, 1974
'[
y- " sY,5 , 1 Corrective Action To Be Taken: 7%)1 l
' Initial response by Bechtel indicated that the requirement for heated i portable rod warmers would be deleted by field change request #174. The justifica- l
- [ tion given for deletion of the requirement is that even the most critical rod can l be exposed to ambient conditions for h hour and most low hydrogen rod can be exposed l for four hours to ambient conditions. The field change request was denied as WFMC-1, Rev. O was E _ng revised. Revision 1 of WFMC-1, however, did not change the requirement for i.eated rod warmers. WFMC-1, Rev.. I will become effective with .
issuance of the BQAn. l l As the requirement will still be in effect in Rev.1 of WFMC-1, a decision l was made by Consumers Power QA to verify that the requirement was being met and I then close the NCR. It was verified on 1-10-75 that portable rod warmers are preheated prior to placing rod in the warmer for issuance to the welder. The rod room has electrical
. outlets provided specifically for the preheating of portable rod warmers.
Underlying Cause of Nonconformance: i Difference of interpretation of WFMC requirements. ' f% .
\/ .
8 % e _a e m -
m.e m , Jun i. mpy For
. F113 16.3.6 Icsu2 Data Ancust 26;'1974 , S. Keelsy S. E, How;11 '
Project
, Q. Hilly Midlr.nd 1 & 2 W.* E. Keaclcr' C ) -
A
. W. Singer' M'..y. Holuh..
,gg-
[ile File Title NCR's on Bechtel 1
, _ Quality Control 2 m
r9w) - Nonconformance No QF 25 .. This Nonconformance Report is Issued to:
* '
- Prepared B M % Q) f. h Date 8- M-Y
.- :. .s -
y,,$,ygg y , gg_j,,, Mr.,,. .fi P *, Connolly . . - - page gzj/,Lg l B2chte1[.Pfoject Field Quality Contr'ollEngineer . Written Reply Reqhd By Date 9-4-74
~. . . .
Action Required,By Date 9-26-74 \ l uho is responsible for correction action. - Nonconformance Description and Supporting Details: Specification C--230 Rev. 3, Srctiqn 11.'2 states
-to obtain the following placing . temperatures:-. b) For mass concrete ,
ecctions two and.eue-h'alf. foot or more in thicknes's and 'up' t'o six . foot thickness, not to
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l excred 7.5.F for any.one batch and also not to exce'ed 70 F. for the'avera~ge' temperature .
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of cll batch'es used ~during 'the placement. 'For concrete ' our p No. A'.(584)C. only 20 b' arches- { of 77 batche.s' ..were ' checked for temperature.
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-AEC Reportable . .'Yes O ' no G. see Procedure 9 - aerortins of reticiencies to Arc -
AEC Notified on- By _ Method -
~. .
,'ho . mended Corrective Action (If ppropriate): *
~
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'1). 'Present . sufficient; data? to as~ sure;the.57 batches not checke.d for temperature were . . .
- ...'sithin the' specification'ab'ove (2)';:Rmjnd.'your.QC inspectors ofl.this' specification.-
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3_ Corrective Action To Be Taken: - ~ Prdcent sufficient ~ data to assure th'e 57 bat.ches not clie'cked for temperatur'e were within
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tih:2.pp'eliticit' ion:above. ' - , . . .
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. derKytng Cause of Ronconformatice: ' .
' . " -".q' :3..Gi'.;i'.; : ..
v Tha underlying cause' of. the rienconformance was' a, di.fference -f,n' iriterpietation. of Technical .
. Spreificationc.C-230i. Rev. 4. by, Q.C; .
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(Corrective Action Implemented and Nonconformance Closed) Confirmed By mv@) $.b Sufficient data was presented to as,sure the 57 batches not-
'ced for, temperature were within the specification above. Date hwAM; P %
s'pectors' vere reminded of .this specification. Also Specification C-2.30, Rc.v. 5 ; e .-avices the temperature checking frequency.
- . - . ~. . - . .
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- 'b Be'Provided by Addressee.
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r..ru w su 'An A5 UCDY FOtrT
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File -10. .1 Iasue Date
%.ms., 9g lova CSKuley SHHowell l d
- Project . Midland 1 & 2
~
*CQHillo .
WEK=clar (2). \," - - HWSlager (last: WFHolub' N.,.1::;4M PTMF GLRichardson' File Title NCR's on Bechtel Construc tion g File Nonconfor=ance No 0F-33 This Honconforniance Report la Issued to: i Prepe. red BygMMW Dace //_.2 E. E. Felton * * " " 7 ' Bechtel Power Corporation , , . Written R ly RequirdBy Datta/,l_11 Action Required By Date 12/2@ vito is responsible for correction action. Uonconfomance Description end Supporting Details:- FPG-3, " Procedure for Storage and Storage Maintenance of Q-Listed Equipment and Material" states that for Level D items storage shall be on cribbing or equivalent to allow for air circulatio,n and to avoid trapping water. (Section. 8.3.2 (4) ).
~
Contrary to the above statement, reusable liner plate scrap located at the northeast corner of the liner plate jig building is buried under earthwork, spoil. Additionally, floor liner plate stored in s. hat area is in contact with water under and the ground as are other pieces of reusable scrap that are not buried the spoil. * '
, Reference attached letter BCCC 471 for previous commitments made with "M 6 Ne*cSrki aS9#e P gt,e rTd See Procedure 9 - Reporting of Deficiencies'to AEC AEC Notified on By_ Method Recocmended Corrective Action (If Appropriate): -
i ' m,/ Clean-up affected area so that storage, requirements of FPG-3 are inet. (- . and commitments of letter BCCC 471 are effected and maintained. Corrective Act on To Be Taken:
- 1. Affected material will be stored properly.
2. Supervisory personnel have been instructed to maintain proper
' storage of this material in this storage area and to provide closer surveillmuce to assure compliance.
1 Underlying Cause of Nonconfor=mnce: ' '
' The status of the material and the applicable storage requirements of FPG-3 were misunderstood. .
. l .
(Corrective Action Implemented and Nonconfor--7ce Closed) Confined By Date P/7-73* & m
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T5 De 'Privided by' AE.dr'e ssee. " : '
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- l. . 3/15/74 . . . .
- c -. 4.
.' 16 N. #. ,'"
- Issue Date ' Decenb4r~1L 1974
;SKeelek ' SHHowe'll *
\- /
Project mily".
. Midland 1 & 2 WEKnorltr.(2) ,
- QHi.llo -
WFH21ub.- g g g., g CL chardson pile Title NCR's on Bechtel Oualiti
' ile .
- Control Nonc:mformance. No QF-37 . I x
'This Ronconfomance Report,is Issued tor '
~
Prepared Byh.~0,( f@wDate 1: 1.II M MP. #r. P$ Conno1Ty .;,*.
- BrchteI. Project
- . Field-b*
Quality Contiql,.' ( .. . 1gi. '.er
' Reviewed'B[,
k Date M5/' 75 s .; .
- ?
.... a ,.
, Erit. ten Re/'ly. p Req By Date 12-20-74 l
, Action Required. By Date - -
1-10-72 who is responsible foi correction action. - - Nonconfor~'"ce Description and Supporting Details: Speci.fication C-e208 Rev. 3 ~. ..M
-secti,o.n 7./3,2. states..',' Cylinders shall be made,. cured,. and teste'd .in adedrdance with ASTM C-(
Mnd C-39.E ASTM .C-31'see tion' 7.2; atated, for; i,nitial .qurinFJ, . store. all
- test specimens, under. ,
, .,cnnditions, tilat maintaiti.',the, temperature. ir::mediat,ely adjacent to t,he ;specimeris "a the rapge
- .60 to 60 tF. From..'a r'eview ~of U.S. -Te.stingPs concrete,.cy1'inders log: *(1).35 sets.of cylinda
'. had .initiat 'c.tring temperatures 'out: of .ths 60 to B0 F , range". Ihe range. of th'ese were 'from-
. .349 ". '
f to 99 . "(2): 22 seti o' 'chintiers. had. nd initial curing. temp' era.tures', listed.. , ASTM,C-31
%setion -7 3 s'tates " Remove . test " specimens.made for Jchecking the adequacy of the' laboratory .
".I' mixture pr'opot "tions 'fo[.s'ttenith, c'r pa . thh basis -Tod.acqeptaitie_, 'from%he mo.lds at the' en!
of' 20 + 4, h and st'ored 18 a moist'. condition' ht' 73.4' + 3. F -(23 + 1.7C)'sutil the ' moment of.N
'tagt."- Fros a r,evieP6f U.S. Testing's. concrete' cylinders log':7. (3) 21 sets. of c'yfinders wp
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- ' ' ~
- AEC Reportable , Yes O . no (Continued' on 'page 2 of 2).
. .AEC Notified on , E.
By see Procedure 9 - Resortins. or Deficiencies to AEC .
.. Method ..
P . h.. tended Corrective Action (If Appropriate): '(1) Evafua'te the cyliiider .acce~ptability l the cylinder'b.reak .results '.accep ret' ion" to preclude. these occurrences.t, . . . ability for
" 'the'above cylixiders. '(2)' Talde- corrective"
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3 . . . Corrective Action ToBe Taken: .f(1} Evaluate theIcylinder aced,ptabili.ty' and. the cy .in,dSr. ' i
,.Meak. .rb..su1,Uq a . .- . . . fo,r t.he .~c.ylinders ab@e.'.e(27.'Take
;. .- 'c.o.rra.Et!iv... e. action. to preclu.de .1lh a.c,curren.ces .. . . . . . . . . . .. 3
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. . Cause.. o'f .. . . x=neanfor= nice: ; ina ..deqhf, . . lqr.yli.tiys tei. eviQr
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Corre'etive Action . Implemented and henconformance Closed) Confimed By An evaluation;of,all.the cylinders has,been,made and all Date nvJ)f.b Gl, M nder treak result,s have been accepted. ., . .- . . . u . u b' yta att'e..*U.S.. Testing is reviewing and.up-dat163'thefconcrete - - cylinder * ' *.lo^g
' and. vill-keep it'u (3) Quality.C.ontrol lias initiat,cd a . personnel change ln the position of laboratory supervisY
' 'b Be Provided by Addressee..' .- '
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- (Continued from p g2 1 cf 2, NCR QF-37)
Page 2 of 2 notminutes. 10 stripped within the 20 t 4 hrs. The range was 15 hrs. 36 minutes to 46 hrs. 7~ \ stripping. (4) 13 sets of cylinders had no elapsed time between caoting and 1974: (5) 33From a review of temperatures U.S. were Testing's below Curing the 70.4 Tanks Temperature Log for November, minimum. e O e% , e a .i
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. -'" fN I.SHHowell
-,,m- -- - j gg - - - - - - -- -
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- ICsue Datn _ December
- 11.1974 GSKeeley '
. .. \. . . Project HWSlagcr
. Midltnd 1 & 2 WEKe2Olar..(2) . , - - \" .
CQHillo - WFHolub - .
. g g g p g .y '
File Title NCR's,on Bechtel Qualit GLRichardson
>. . Control Wile .
Ronconfo;.uance. No QF-38 .. This Nonconformance, Report,is Issued to: - Prepared ByNOA C.'9Few,Date f.F Il-7 Mr!* J P[Connolly- h , . ~, , * . . . . .
. Rekrieved'By '.~ Md.M Date /.idd B:chtel *Pfej ect Ei' eld. Quali,ty: Contrbl Engineer.
Writ. ten Rep 3y.Re=uir//ed By Date _12-20-7
;-.. ' . . .. ~ .
Action. Required By Date - - t-10-7 l w'no is responsible fsi correction ection. - - - Nonconfoi.~.ance Description and Supporting Details:. Specification C 6208 Rev. 3.section ctates ."The Batch Plant.' Inspector shall obtain . samples and conddet the'fbliowing tests. durin k his' shif t! 'Repohts o'f' these tests','sha' 1*.'be 1 'aub;nitted: to the Con' trac, tor'. 7.3.1 states Two
.aand samples ,(st two sspafQE times) .and:ene. coarse agdegate sample from each nominal si.ze grbup, foi gra'dati6n dh'all be taked. .If.an 'aggre' gate, pampi.e fails 'to 'me,et. gradati.on require
' dents; two 6,dditional. samples:shall be.taken. R.eviewing,thd Batch' Plant Inspdctor Daily - e
. JNports .1n th'e.QC Tile for ' san'd .(r)/The second t2st was.not ,found for , 4-4-74 7.(2),No , ..
. .grcdation' tedt's;were fpun,d(,for 16-l'6 :74; pour number' CC(59,3.5)a . (3)-N'o /gradatiBn testa' 7 s
-%r'o . f-ound r..-
. tor.~ 1Q. N,.pou'rcn, umber-Y(6.32)d. ' (t) T.he.';secgna te' s t;. was ,not foupd ~for 11-i8-2
.. . . i- .
-AEC Reportdble . Yes O No B. see Procedure 9 - Reportins of Deficiencies to Arc '. .
., AEC Notified on. By Method .
)co rnended Corrective Action (If 5pp'ropriate):
[ {d in, the file.".,(2) .If the missing,, tests (1) ~were Locdts the missidg'. tests dnd. place not made,' evaltiate
- oncrete- placedf th9t ' day,; . (3). Ta.ke corr.ective ac'tlon to preclude. fdrther occurrences.
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.' Corrective Action To Be Taken: .'c(1) Locate theIm issidg tes'ts a'nd place 'th'em'in theffile'.
(2T Ifda.the' missing testE were not 'made,'-Ma16 ate the acce'ptability of t(he' co.Ecrete p
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erlying Cause of .W=nconforma: . . .
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Corre'etive'Actiond=plementdd and Nonconfor=ence Closed) Confirmed BybM8.h The. second. test for 4- 24-74 was ,not found, but adequate dataDate b w s (7 . W -- l
, he U.S$ Testing 1-og' indicates this. test was run.and,it had . .
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( . uate results. The seco~nd. test.for:11-18-.74 was not found, but :had been.previously . mihntified ,on NCR-227 and an evaluatio'n of 1;he acceptability. of' the ' concrete will be made. Thd other mi'ssing tests have bee,ri locat'ed and".pladed. in the. QC files * : i . ..
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- (2) An in depth -Quality Cohtrol, audit, of .all U;S. ", Testing documentq'tiort and activity is now nd;rway. .
lie Provided Quality byContjicol Addressee. has initiated a personnel change in the position of laboratory" st L_ . n . ..s _. . , . - Page 1 o.
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Issue Date December *12, 1974 i
.SEHow'211 .~
EWSidger
' . Project _ Midlend 1 & 2 1 WIKmicr- (2) . -
CQHillo ' WFH lbb: .
. W ig g = F e glT 1
CLRicharfson, -
- File Title NCR's on Bechtel Oualit?
Control File L# e Nonconfr.u muck No _OF-39 .. U1h Q Nonconformance Report is Issued to: Prepared BybAilf.%s.Datel A-D. ~1 MrII.Ph.connoN1y : . . '. . ' ' . . . Reviewed'ByMM's Date /ke/h B;chtel..Project Field
- Quality Control Engine 6r *
~
l Urtt. ten Re2.L7.Bequi3[ed $f Date 12-20-74
. . . ,' I,",[ '. .. -
Action Required By Date 1-110-75N
'who is responsible foi correction action.
- ~ ~
l Nanconfor~"'ce Description and Supporting Details: Frou a review of the Batch . Plant Inppe.c. tors' Daily. Report 1.in the QC file for .3/4." and ih" aggrega' , t e: .. (1) Tor 3-1-74, 3/4'A , cggregate'.h'as th,st CCl-77, this sh6uld'be,C -77 , (2) .-For. 3 ~1-7h 1 '!. iggregate has no , log.
.. number, etest 'CC-80.is '.wr'dhg /. it .should be. C-:0.0 (3;) :For 4.-l.9-74,1, " aggregate has retest .
C^119, 'this 'should bv CC.-l'19'. (4); Fo'r .7.-5-74.shows }iourGo. K(592.25)a ', , this should be'. - ,
* ~.,h(582. 25@p. (5) For. 8-22-74; ,1M" aggregat'e has,ifirst bin 't'est. missing..' (6) For.;10-18-731 e 1
,;y'different~. ~(7) Log numbers were. nmissing reports' for ond .10-22 10-J.9- .73,,10-75.-73, 73','.1 " 8-28-74
.has the .& igam'
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. AEC Rehortable . Yes OBy' wo G. see Procedure
.,.AEC Notified on, r a.ing 9 - ae or neficiencies to AzC . ."
Method o=mmded Corrective Action (If Appropriate): '(1) Corr'ec't the reports. ,(2.) Review . , l ( , entire aggrega,te . daily repdrts for correctness and wika corrections if necessary. . .
)'. Take..co. itectiv.e 'a.c,ti.on to..preclu'd'e ..these ocebrrences.
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and' .niake. ".c.o. rre' ctions. (3) Take if.forrective
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l- ' (1) (Corre'etive'Actiondsplemented The;subj'ect reports have been corrected. and Nonconfor=a.nce Closecl) Confirmed By df.kv '
*(-'\*{'hecbmp,letefile,ofaggregatedailyrepofts,iscurrently Date h 8 [ f
,A j undergoisg a joint r,ev'iew by -Quality.C.on' trol and U.S. Testing
- personnel.
i~ ;i3) An in.d.epth Quality Control auditi of all U.S. Te. sting, documenta'ti'on and activity is now
~
underwiy., Quali$y Control Jias initiated ,a personnel change'in the positio'n of laboratod cupe. rvisbr. * "
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~ To Be Provided by Nidressee. '. "
HymAML
;__ A a . . he - - ~ " -- -
p= i GSi, -oe21ef SHHow;11 T sue Dat2 D2cember*1
. Project Midlend 1 & 2 i RKS1?ger -
WIKmicr- (2) .
~
CQHillo ' WFH;1bb: .
. Cii# Ecg R43 * -
1
.CLRichar son*.
- File Title NCR's on Bechtel Ouali@
Control File - Nanconfb2mance. No _OF-39 ..
'Inis Ronconformance Report is 1ssued to: .
Prepared ByhDjlf.h. Date l A- D.-9 hfI. I. ,F. .Conno'k.1y . ., ',.' '. . . Reviewed'ByMM'i Date 4de/h
- 3:chtel.11f
- oject F'i eld Qdality Con. trol Eng'neer - ' -
.,- , Written Reply.Requi:ged By Date 12-20-7)
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Action Required By Date . - 1410-75y
'1(no is responsible foi correction action.
f - - *
- l Nanconfor ce Description and Supporting Details: Frou a review of the Batch. Plant 1
-In;pe,c. tors' Daily Report'..in the QC . file for .3/4." and 1 " aggregate: .. (1) "For 3-1-74, 3/4'A .
.cggregate' h'as test CC:77, this .sh6uld'bd,C-77 , (2).<For 3 ~1--7h 1 '! a'ggregate has no leg.
. number, .-tiesti CC-80.is Swr'dtig,2.it should be.C38.0 (,3;) for .4--19-74,1,3r/' aggregate has retes,t
'.C-119, this should be CC3-119. (4)* For .7.-5-74.shows
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pourGo. A'(592.25)a', .this should be '. - {,
' ~.. )(5'82. 25.)a'j- (5) For.'8-22--74$- lb" aggregat~e has [first bin ' test missing ', . (6) - For 10-18--73'- e . , .
.glind 10-J.9- 73','.1h" .6as th' e iga' m 'e . log nkmber f6r retests'CC-31, but' ts.e tes't result;s are
.j
. .diff erent . ~(7) , Log . numbers. vete missing .on reports
- for .10.-22-73,.10-25-.73, 8-28-74 .& ,
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.AEC Repo$ table. Yes O wo B. see Procedure 9 - mesortins of reficiencies to AzC . .' ~
..AEC Notified oni By Method .
cc= mended Corrective Action (If ppropriate): (1) Correc't the reports. . (2) Review ent-ire aggrega,te . daily repcrts for. correctness and make .- 8 g
. 3,
) Take,correctitre 'ac. tion to,, preclu'de,these ocebrrences. ,-' .corfections
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. Ctrrective Action To Be Taken: " . . . . .(1), Correct th'e depdr'ts. - }2) Iteview the 'en' tire r agg'
, .3$11y .r. i.ipor.,ts. f'o,r. co. rr'e.c.tnes.s and' .miake. ".c.o.'rrectio.ns. if. . Ne'chssary. . . (3) Take Eorrdetive ac'i'os t
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