ML19329E989
| ML19329E989 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 07/31/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E982 | List: |
| References | |
| NUDOCS 8006190766 | |
| Download: ML19329E989 (136) | |
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[ ; . NONCONFORMANCE . REPORT LOG & STATUS BOOK 12. [' .(('; %, ., , ,[.il
- REPORT D ATE
- **-'7'? '
-0 j / .
~
. .J /* ~
PACE COMPL. '* ~E ~ M-Q.C. E f1G. StGN
' 57 '
- 1. PROJECT NO. 7?.20
. ~
'NCR ORIG. NONCONFORMANCE A 3 PREPARED BY -
N O. ,DATE DESCRIPTION / REMARKS h00TE .T C Os O CLCSED BY 232 '1-21 T. Hasucod C-111. Dana ced edne o f Dona Iinor Plato Field !!o 1 1-25 7 T. O. Ande rson
-74 RD-9-6 1.109 1-21-1 4 -74 76 233 .1-21 L. Johnson C-230. Concrete tennerature out of snoc Field- 11 74 2- 2-14 L. R. Albert
-74 A(593)a 1.205 1 1-21-; 4 13=75 -75 234 .1 P. Carpenter ( -208. Cure Tank Tnnnoraturn not nf enne Field 12 2-13 ?-14 L. R. Albert 74 1.105/1.205' 1 1-22-7 4 75 -75 235 11-22 P. Carpenter ( -230. Batch Plant water meter out of f feld 12 2-13 2-13 L. R. Albert
-75
-74 1 olerance 1.105/1.205 11-22-7 4- 75
~~ '
. ': ate Shaul ( -33. Structaral Columns out o f snua ra !!o 12-11 12-20
-74 Field R. A. !!a ray g%
=144D4.7 et al 1.201 3 1-22-74 74 .
L '.
237 11-22 fl . Shaul -38. Structural-Columns out o f souare F6 eld 12-11 12-20
-74 C
1.201 1-22-7 4
!!o R. A. Moray e 1 -74 -74 a 238 11 L. R. Albert "
C -111. Fire damace to liner nlates. !!n i t Field 12-0-74 1-14 1=15 L.R. Albert
-74 #2 1.109 1 1-25-7 4- 75 -75 C o
239 11-25 E. !!annino ~
C -110. Fire danane to liner nlate coat = Field 12-9-7 4 12-23 12-h H.D. Foster C
-74 inos, Unit #2 1.109 -#1-25-74 -75 C
_'~74 240 11 L. Johnson C-231. Failurn to start u.ator enrn Field 12-5 2-12 2-14 L. R. Albert
-74 after form stripped, 1.205 1 1-27-74 75 -75 4 48=7a 741
- 12 R. A. Mo ray C-233. G-321D Form not filled nronerlv Field = !!o 1-17 1-27 R.A. Moray 74 1.101 M.S.1 75 -75 -75 242 12-2 J. Aldridge M-1. Ma rking on vessel does not match B&W !!o 12-4 12-5 H. D. Foster
-74 12-2-74 flumber on Cert of ConformASME 4.029 -74 -74
'43 12 fl . Shawl C-38. Beam 134812 Bent connector -
Field 12-19 1 9-10 A.L.Boulden
-7 1.201 -1 22-74 -74 -75 -75,
^
AD.103 OM4 OC 11. P
, @G3-1
I NONCONFORMANCE - REPORT LOG & STATUS BOOK
+j n,
' ~
REPORT DATE
- 4 PAGE CoMPL.
- 7. PROJECT NO. 7220 o.C. ENG. SIGN NCR ORIG .
- NO. . DATE PREPARED BY NONCONFORMANCE STAWS DESCRIPTION / REMARKS '
ROUTE Xr T E C oSED CLOSED DY 338 2-26 G. Depew C AnA Liner Plate heat number discrepancy
-76 Field No 34 3-31 R. G. Lus sier 58-1-U1 1.109 7 -76 2-26-7t>
389 2-26 H. Boleen cn nu sn evien st ructnen c1.H ndo r anma c UW M- 1.
-76 ed @ off-loading 2-27-7 .> No 3-26-96 N/A 390 2-27 H. 13nl een M- 104 A . pine snools with naintine and weld , F n.1xi- 4 -76 end prep discrepancies ASME.h-hl d it i5 76 6-1-76 6-9 r d.. A. Moray 391 3-2 P. M. Pitts Field
-76 \4- 104 A . Code Data Form and__other documeni s No 3-12 6 for one spool ASME 4.164 3-3-76 76 76 P. M. Pitts
'"? 3-8 T. LIEB l -76 C-230. Nine.ty da y ence roto <t renght c. r~ c ng. 3-16 -
3-A(599)m', A ( 612. 5)d' l.205 -- * -N -Yb #
' 22 L.R. Albert
-76 393 3 P. Neiswander C-304. Embed C-6 not loc ated per DCN //2 Eield. 3-8-76 t 4-6 R. G. Lu s sie r
-76 :o C-287. 1.201 3-8 -76 394 3-15 E. Dutton C.-230.
-76 Flyash content, ticket 075072, Pou r Fe4d -
4 4-28 L. R. Albert A'630. 7 5)b' l.205 -76 L ! 5-7f- -76 395 3-22 R.A. Moray
-76 1-10hA. Pine soools with loose end closures Field No ASME h.164,b.174 3-22-76 3 76 6-2-%- R. A. h ay 396 3-22 W. Faulkner C h 3 1- Rah n m amittod- ^"v 3-25
-76 Til Mc ' A ' 1ino un11 = =pg1p 3-23
. pour. 76 h 1.203 3 :R-14 -76 76 Tt im nnhnm 397 3-22 "6 E. Dutt,on C-231. Curing temperture. Pour C(6?hla' FlM
.uu, , q yf, ea <,i<.a h-2-76 h I). L. Osborn 1.20$ ;@26_ 76 398 3-23 R. Revereza 2-25 C-2 31. R eba r aniitted. Aux *Ridg 8T' Fr'K' Fie1<l- 3-23-7 7 -76 line walls -76 76 L. R. Alberts 1.203 4-23-70 76 399 3-23 L. R. Albert
-76 C-231. Prenlacement FTP sinned-off for nour Field No 3-25 A (63 0. 7 5)c', rescoped down to A(624)a' l.203 3-24-76 -76 7
% Ao-103 0304 o page 36 "' SGN
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( f.' "'
NONCONFORMANCE . REPOR f LOG & STATUS BOOK n,
I - '
REPORT DATE
! PAGE COMPL.
- 1. PROJECT NO. 7220 .C. ENG. m NCR ORIG. NONCONFORMANCE STAWS NO. DATE PREPARED BY 6-DESCRIPTION / REMARKS ROUTE 'XF. T CLotto CLOSED DY 400 3-31 H. Boleen C-233A. Fabrications with imoroner weldiac Field. No 3-3l 4 A. L. Boulden
-76 1.201 3-31-7/ ,
76 h01 h-1-76 H. Boleon H 117. T.i n tinc n f Vni vnn ui th ron t; nntaa nn No h-$-
receipt inspection Field h ASME Varies 1-1-76 76 76 P. M. Titts 402 4-2-76 R. Lus sie r C 1R. strnctn r ,1 nn,m 233n1. c rnck (M ancic Field '
clip.
No h-$- - 7 f'
, 1.201 4-2-76 76 103 1-1-76 04 4 4 T. Lied c-230. Quality Verification Dmpaments 23 d12c 5-11_ pa-t -%
Submitted without G321D. WA 6-3-7c, 6-h 'Fi L. R. Albert
, Varies A03 4 J. P. Betts 7-52. Cadweld sleeve annea rs to hn ee been Field No 4 4-15 D. L. Osborn
-76 c ut off. 1.104 4-6-76 76 -76 h0$ 14 -8 R. Hendricks 1-22. Weldinc lack or rusien. Giraor C- 1. Field
-76 7 nit #1 h.001 j,_17_7g h06 h-13-76 L. P. Wohner C-10h,__ Column at 4 31 & Pr min 1ncatna nt = cield : 5-7-76 6 7 617-0. 1.201 hat 3<76. 76 76 W. M. Parde.
h07 4-19-76 H. Boleen M-106. nnneer vnb niteetn npprovea level h DE2E h.112 B219d6 6-1-76 LO8 h-21-76 V. Pardee _C-40A Dome Tiner Plate Heat IInmher m rcrapnne rFleld No 5-6-76 1.109_ h-21-76 h09 h-21-76 R. Bennett C-110 Deen conce in T,inor pinto ennt. #1 4-22-7J No i
4-29 4-30 P. Dice rlo
.iela -76 -76 1.109 410 4-23 N. Sh.-wl C-233. Anchor bolts without ASTM A-32; nuts FCcIll 7 7 -76 5-3-76 76 76 L. n. Albert 1.202 1 A4.-76 Field No 6 h11 h-g- P. Pitts
- " 177 & Fl?A Imp mp n. pipn nnonin coverinco 4-26-76 ASME h.018 & h.028 l76 AAO.103 09# },k page 37 "- '
- G 3
y NONCON FORMANCE - R EPOR'.f LOG & STATUS BOOK
$2 REPORT DATE PAGE COMPL.
- 1. PROJECT NO. 7220 0.C. ENG. SIGN
- 3. 4 5
.NCR ORIO. STATUS PREPARED BY NONCONFORMANCE NO. DATE 8-
- DESCRIPTION / REMARKS noure ^ xia^r'o' 'E 7 '
dt$rIto CLO3ED BY 412 4-26 T. R. Lieb C-230. Flvash finenes s. User Test 7 WeM 4-29 76 76
-76 1.105, 1.205 4=27=76 L. R. Albert
-76 413 4-26 T. R. Lieb h 230. Ratch Plant C_ement Senin g b rnice DEX F:iaM 4-29 4-30-76 4-30-76 during calibration 1.10s. 1.206 .L.22 7A 7A U44Z6. - 47 0 T n Albe rt 414 4-29 R. A. Moray hi- 104 A. Documentation nnd rode nata Field fr 6 7 -76 #6 Plate 2ea pipe sp.cols. AShi F' 4_13 5 3 4 ? rl 7 / 76 415 4-29 H. Beleen M-106. Hangers fabricated and shipped w/o InieM 5 7-8~
76
-76 sketches beine approved ASME 4.102,4.11?_ # 29-76 76 41' 4-30 A. L. Boulden ASME Section III. Field Weld, Unit #2 Sump,_ 6 7 7 Eicld
-76 X-ray requirements violated ASME 4.134 4:3046 76 76 76 W. M. Pardec 417 5-4-76 A. L. Boulden C -Ill. Unit #1 Sump _ weld in need of repair Field No 6 after pressure test 4.128 3-4-76 76 418 5-4-7( "
R. A. Moray M - 104 A . Documentation and Code Data
& MS 5 - 2 0 -76 6 4.192 Plate on nipe spools ash 4E 4.164. 4_174; 5-5-76 -76 419 5-4-76 H. Boleen C-233A. Anchor Rolts dimonninnnd ahnet ~
MS No 5 - 2 4-76 1.102 76 H. Boleen 5-5-76 420 5 7f H. Boleen M- 12 0. Valve t..ccine varies from document '
marking on MO Valves 76 F Id No 76 ASME Va rie s 5-11-76 421 5-5-76 C. H. Nelson C-210. R amp north of Auv nidm m a i " *" " "
Field 5-21-7 3 -76 7 L. R. Alberts content high.
- nna R 7 6 422 5-10-76 P. W. Ratter M- 106. 1.in on r in di c n ti n n a nn tr angov w elds Field lio 6 7 -15 P. W. Ratter 4.102 g _g 76 6 6 423 5-20-7i P. M. Pitts M- 104. Pine Spooln A i r nn e n chad _.r--"Ct 76 ield 5-28 76 P. M. Pitts Water Quenched. 4.144 ASME rr-2 th-74 76
%AO-103 09/74
- 11. OC-G3-1 WPn 3R
NONCONFORMANCE - REPORT LOG & STATUS BOOK ,2, i j
- HCPORT DATE e,
e PAGE COMPL.
{ '
4'
- 1. PROJECT NO.
5 7220 Q.C. ENG. StGN "NCR 3' ORIG. NONCONFORMANCE STATUS NO. DATE PREPARED BY * ^
.i DESCRIPTION / REMARKS nouTE CLO::ED 0Y F
CLOSCO 424 5 P. M. Pitts M-104 Pipe Snonis Air buenched. not Water I id 5 76 -
Quenched 4.104, 4.114, 4.134 54 % 76 4:P4;-l{ Decny H- <A--Ec-m6o.-Zahans9wge+ %g.7'<
7 h25' 5 R. A. Moray ,.
" 76 76 preocure out or rea'ments ASE 4.101, b.lll yd2196 7 L26 3-2h-76 P. W. Ratter 10-1FCE-35-H3, Incorrect Fillet Veld 6 6-22 6 d
-76 76 P. W. Ratter 4.102 -c==7G ,76 h27 3-25-76 # 14 L. R. Alberts C- ??S, %bn -4!ceke, Ele". 629'1~ f.ux . Flag. 5-27-76 6-10-76 6 1.203 ' 5-2F-75 76 L. R. Alberts
'" & 6-18 7 -
<-2-76 P. M. Pitt,c M-lo6Ac uant a* Mnte-8nl ce rt ' f'i c e ti nn e Field 7 -76 76 76 rtqm v ., - < n .- 6 76 P. M. Pitts L29 6-3-76 U. Faulkner C-231. Beinforcing Steel Slab Dowele 62h'0" Field 6 Broken 1.203 6-3-76 N, 7 7 h30 6-8-76 R. Hendricks M-10hA. Pine Fnool terring, nnool misidentifiei m id 6 76 76 P. M. Pitts ASPE 1.llh 6s8;76 76 h1 3 6-10-7 3 P. M. Pitts M-10hA. Pipe snool Documentation without IG chon traveler AS?s h.16h 6-10-76 h32 6 c-931 c
- nla w ea mtim m la 6 L. R. Alberts g 7g 7A 1.104 and 1.204 h33 6-11-75 M. E. Foote C-231 Dowelo exacedinn accepted tolerances Eield 6 s.6 p, T.h e Ach'o" 1 coq -A n n- W L43 6 M. E. Foote C-231. Incorrect snacinn of' dovels. Aux. Blda Fwa 6-23-76 70 76 s.6 line vali e 69h 'o" 1.209 W W 16 Field h35 6 M. E. Foote C-231. Incorrect spacinr: of dovels. Aux. Elde No 6 76 6-11-76
,p, u e v.,11 e 6ah'o" 1.90a i 76
) AAO-103 09/7 /" 11 QC-G31
( p- e n
~ s e
NONCONFORMANCE - REPORT L0G & STATUS BOOK
, 12.
' " " (
REPORT DATE
' ,_ j . )d
?, PAGE CoMPL.
- 1. PROJECT NO. 7P2') 0.C. E: JG. SIG N
. 3. 4 5 NONCONFORMANCE STATUS O* DA E PREPARED BY DESCRIPTION / REMARKS G. 7.DATE E.DATE 9. oATE 10.
ROUTE XMTD RETD CLOSEo ' CLOSED BY 7 h6 3 6 M. E. Foote S,y, is do not match to slab. Aux. Bldg. Field No 76 76 'G' Line vall e 632'6" 1.903 6-11-7,;
- 6-29 7 k37 6 II. Boleen "- 3 4 "-221-D not rcccived J'.th ? No -76 ELL'- g_ $_7( 76 H. Boleen 76 ,
AS:'a, h.J85 438 6-14 R. S. Mo r row \f-104A. Incorrect info on endn antnninte [Id f No 7 -76 for pipe spool IHBC-13tal6-6_4 A SM E' 4.164 76 76 6 439 76 R. S. Morrow M- 104 A. Pipe spool delivered w/o venturi hy7ld 7 as sembly lHBC-123-5616 8-2 ASME 1.164 70 76 AAA 6 Field W. M. Pardee e_gna Heat Number discrenencies on No 6 76 gjat} j8 HT# 81989 76 1.104 -76 441 6 H. Boleen M- 12 0. Field 7 7 Incorrect PO Item # on Valves 76 6-16-7 1 No 76- 76 H. Boleen sN u n 6_ m 1 17 n na 52 06 1 - 13 ASME 442 6-15 H. Boleen M- 12 9. G-321-D not traceable to 83 MS
-76 valves ASug 6-17-7C 443 6 L. R. Albe rt C-231. Missing Dowel s , Aux. Bldg,. at Wall 7 76 53 & Kc Line. El. 623'3" & 624'3" {ield- No 76 1.203 444 6 L. R. Albe rt C-231 Lack of Reinforcing Dian. Ba rs on Field 76 Wall 53, 'H' Line wall, El. 630! 75 ' l.203 7d ~
445 6-16 R. S. Mor row M-106. Hangers fabricated to not-approved
-76 Drawings. ASME 4.112,4.10:. 76 I
g, 446 6-17 H. Boleen M- 104 A. No documentation fo'r 7.6" wranned MS No 6-29
-76 & coated piping 20' Inths ASME 4.192 6-17-70 -76 Field 447 6-17 H. Boleen af- 104 A. No docurgentnHn nges-_ 6-18 No 7 -76 a nd coating for 24 &26 Fit tng g 4.192 '76 7 H. Boleen 76 40-103 09/74
- 11. P oC-G31 v.~ en hn r
9 < ', NONCONFORMANCE . REPORT LOG & STATUS BOOK n,
,4 GFPORT DATE PAGE COMPL.
7220
- i. PROJECT NO. ac. Enc. sa ----
NCR ORIG ,
f, NO. DATE PREPARED BY NONCONFORMANCE STATUS DESCRIPTION / REMARKS 6-nOUTE XMTD 44S 6-21 P. M. Pitts C OSED CLOSED BY d 7 'f-104A. Documentation for IHBC- 133-S616-
-76 Fic}2 6 No 7-6 misidentified ASME 4.164 76 76 6 -
M-106.. Field No 449 76 R. S. Morrow IncorrectkY$*.sentwithHanner 6 7 12-1GCB-25-Ii14 ASME 4.102 76 450 6 -.11_106-fNE-76 R. S. Morrow Incorrect _Rev- and Bccittel Approyal.- Field 1cvel 4 sent w/ Ilangers ASME4.102,4y12, 6 451 ,.1va g 6 7o H. Ibleen u-iohn. vontur, ,,,34n, c nm .m,n 3 ddNd 26-2 HEC-123-S617-8-4 ASMb 4.17: 76 76
<_p3_
M-106AC. PipeHanger 18-lHPC-133-H5 fabricater Field to R. S. Morrow 6-28-7 5 to a E?chtel Icvel h cketch ASIE h.162 L53 6 M-106AC. Inec,rrect Ds g. Rev. sent with 76 652$196 -
- n. S. Morrou ,
y ,, , s.,,,,_,,_ Ams 11:193; 11:19Il4.541 454 6 ^
76 M- 2 04 . Incorrect stamping of 26" yard {I"y4d No 7 J. R. Behres piping. .
7 J. R. Behres ASME 4.192 76 76 76
'. 5 3 6-2h U.M. Pardee C-111. Heat Humher discrenencv nn n,na Li ner Field
-76 Plate assemblies 456 6 1.109 6-24-76 76 C-Ill. Shop Assembly Untraceable 'o Field W. M. Pardee Documentation Ht#21302 Slabl/10 1.109 6_-g 457 6-28 W. M. Pa rdee M - 12 0.
-76 7.inea r indientionn found nn 16" Vnive Field S/N 3N-641 ASME 4.164 6-28-76 458 7 76 M - 106 A C. Wrong Dwg. Revs. on Hangers Field R. S. Morrow 7 ~
fab. to level 4 dwtrs. 4.102 4.112 ASME 4.17t'.s _19 76 459 7 M- 104 A. G- 321-D not submitted. sweenniet, 76 Field H. Boleen not capped. ASME 4.192 7-6-76 _
jjfdd Lc3 d ::r::Ceree x:cs az? orts I-rc;ieet : 1- e m . 1 - ., .3 3 e. 3 Job Uc re q pa.. c Le
- c? ;'o Date Date i
- CR licncenfer .ance .~pteripticnRcrorts Dirro Cle:ed Cit:ti Rt 3,y/ psp G-3.p 9er. 7 T-nl .-"p+e i prirf n@ forme for Mon rynfor nnnee Repor ;s and Log 3hects
- '6') 7-2-76 t'-In< T n ' ' '-'-r
' n" c n"> v' - e 'nt v'th Un T<"n a61 7-7-76 "l? D* " " "
.m 4,, r...
- 62 7-8-76 .isd. C-2i (n,_h % _CRe'o5ri eut and Not Ren. laced Revork h63 7-12-76 M-91. C-321-D not raceived for h sets of Gackets 464 7-12 76 t' _1 1 1 . Irfin nnr1 HAR ub-nnnyn nhnv inconsistent J r ,,, 4_ m , - w ., ,. , _
465 7-16-76 C-208. Strongth Level of Concrete falbbelow reauired
~
fe' lexcJ. Cu re Tem _p. of cylinders below i couirements 460 7-16-76 M-104A. Three Pipe Spools Delivered Bent.
Reject 467 7-19-76 M- 104 A. Venturi not installed _in_Sp_ool Piece.
h68 7-23-76 M'A c"pr r+ """'k'" "'"""+4"*'k <"'+n" Reject 7-29-76 P. M. Pitts 469 7-21-76 _C-233, Nelson Studs were broken off or missing channels, Anv. Rework - '
nidn- ~
470 7-21-76 Thyn C - 7. E 4. Two D5wels missine from El. 63 5'+
at_ intern ertinD__of wall 53 and 'II' Line.
4 71 7-21-76 _Dwg. C-14Q. Lackine Rebars a round d_por openins Fl. 614 8 0" at 'H' Li.De_ and 5. 3 Aux. Blde.
472 7-27-76 __ Dwn s . C39- A32, A 32A, & A23. Rebar Missing. Aux. Bldg.
- 5. 9 L 6. 6 S. of 'H' . 'Kc8 ea st of- 5. 3. 'Kc' @ 6. 6 11. 6 3 2'6" 473 7-30-76 'c 70. Finngns not contna upnn rnceipt.
474 7-30-76 'C 20.
Wnla Neck finngen not oil enated up.pn receipt.
475 7-30-76 Ts' 20, Flanges not protected upon receipt.
476 7-30-76 M 104 A e Pinn nnnal 1HCC 164 S616 10 1 an nu o n a.
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+
NONCONFORMANCE REPORT " ~
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or 1 "*"",& 3 2, c o,1co , o.v.
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No. !// b '7I f*"l"'/Arcgrg{o-j o.rc 6 Nuu ...rDemq._Line Jla_to_ Jg.c.t_ ion..'NYyiDlGdint- % f
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. .. o u r . G i,.., n uc c ion s-iv r = IINo Con _struction d aou ' a "a t aa'a c e a"*a O aouve 'a aavsa'a'suarav'soa it. NoNCoNF oRMeNG CoNolf son Ihu:ing_00 Tnspecilon_ prior to fnbrication of' anma liner _mentinna; n d amcad adc<= npptnvim tely 2" X 8" and 63" from the bottom left corner was noted. Repair was otarted on 10]J/lli_in_accordan_ce viih_SAqc. C-lll
_Rev. 5. "Q" No. is 1.10J.
l O C l-t ot--h TMt r ADPLid0
- 70. M FICLD DisPosBTIoM QretLD RECOMMEND. TION / ROUTE To PROJECT ENGINEERING 2 . F. ELD DIsPostTtoN RCsuLTss "CPAIR. 11emove nonconforming area of plate and replace with conforming _yd Q OmnhpgM material. All new seams to be covered with leak chase. Repairs will be made gg g in accordance with Spec. C-lll, Appendix "B". This is an approved standard ggJg _
repair procedure. Work may proceed. Implementation expected prior to 11/30/74. g/; g/4'.g 22_ ENGtNEE RfMG DesPostTeoN W//~l A. 07fr,l1ll22/0<# # ~'
0 YA9/74 7
[ 3 3. ENGINEE R.NG D8sPostTIoM REsuLTs*
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OR. WING .g y.
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..v.o..ase .. sere. e.,e SPEC. a E V. a D D-50s-. YvhlieCopy - Originator QC-Gs-a Canery Copy - Fleid Engineer Pink Copy - POAE Goldenrod Copy - OC
[//. 6 /(.fi-NONCONFORMANCE REPORT ' ' ' ' ' * ' ***"'""~
- a. on AwsNGirA nT No. i nc v. v. enOstC T NO.
, _f O, 1 398 ea.n rons o av 7220-C261 & C-275 l3 7220 R. lie c?Ez#a l' o A Te3/19/76 as. ossPO50 SON CONCURRENCE
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O aou " a r"'o =~a'a u a'~a O aou's 'o MaTcasa'suP=avisoa 39 PeONCONrORMING CONDITION:
_Duvings C-281 Rev. 3 and C-275 Rev. 3 require,5 additional #11 horizontal bars'at,
- 2'3" o.c. vertically from cl. 614'0" on each face of K and J line ualls respectively.
Contrary to the above 7.8 line wall has been placed to el. 626'6" without providing the additional bars at the intersection of K'& J line walls. I!on-conformance noted during preplacement inspection of 5.3 line wall.
O ,Af f N d Y $ 6 /?/ h c.Ah5d m..
cP "Ah w An. is /. MR
() r n Lo o.seOsif.ON gricto orCOMMcNoAT,0Ni=Oure 70 enOsECT cNo.Nern NG
. riroO o.seos.T.ON assuoTa O number is 1.203 Profact Engineerine to eval _ua_te. w ,b h ) C')<[ k r,!yana r 0 *] A *l& ~
2 2. I NGtN E E RING OtSPOSIT TON W
Pr.oJ_ect Ennineerinn recommends providing 10-#8 dowels, drilled ' ' " ' " ' " " " " ' " '
and grouted with non-shrink grout, from elev. 614' to 626'-6" at 7.8 line wall for fu s. g _
, jm ,m, g each face of J and K li'ne walls. This will provide. replacement area equivalent to A.vr>
r wwo. D o c o.<, w r gp that of 5-#11 bars. #8 dwls, to have 2'-6" embedment in 7.8 wall and proj ect 10'-6 p,y f.g e gy eC/,H--
east, from the face of 7[)3 }t}cj(J1'l. ~
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' NONCONFORMANCE REPORT ' ' ' " * " " '
i.~oNawT 'o,r.., no. --
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er= = EL o__ 1:/A 0" urs to r. to rac. cra. o o nourc to warra. o sueravison 99 NoNCoNFoRM.NG Cohoir oN
- Lentcl_.Drm int._ C.-225_ricx. 6 shortitn_tructural steel coluna located at tI:e intersection of 5.31 t. rx column lines. An as-built survey shous this colunn as being,1 1/2 inches coutlLof this_Lo_c[at_i.o_n_at Elev. 617-0. The column base plate is set at Elev. 599-0 and concrete is placed to 612'-6". Survey notes indicate that column base plate uns nec in propn.r location.
0 List _iten - 1.2R1 1. Hol_d_Titg_ Applied e.. O rec to o.s os.r.ou er.c oo a c co. c o.v o ,.our c ro ..., c r r uo.n.c o ,, -
. . . , ,. o o ,,,o s, r. . . ,v o, ,,
Field reconmnds: (a) 'fhat the column be cut at a location above existing concrete (612'-6") but below Ahe H36 X 170 connecting beam (613'-4") and that the f.'s be weld 3d to the cut ends (see attached sketch). The cut off column could then be welded in
_it's correct loc.ation. Engineering to evaluate weids required and modifications necessary due to eccentric loading. 0.n. (b) The coluen be used as is,but the IN"
- 23. E NG 0N c L M ING o.sPO131.ON 2 5. E NG.NE E R.NG o.sPos rtoM REsuLrs4 Engineering-concurs-with rho field _regarding cutting _the_colu:tn-and-welding additional base p] atenb_ut_th DE DAM WQ M W ht_fi_cid_ prop.oscddetail_is not acceptable. Ffcid Fhoitid._ repair the_ column per._dcenil 6/c-290 Na rnfaty._implicatione nrc.. involved 0.0Lt' e l AG'r 'licTM t 6/0$lO knnni,=c._nbovc_ deficiency nnn1A nor hnve_gona 'indetecend - b~ OM 0019 O'M'f/.f)-
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NdNCONFORMANCE REPORT (CONT *D) s.eaar d o b ..aca ao.- 06 Block 20: cont'd: error be totally corrected by Elev. 657'-6".
l This would require a shim al._the 617'-0" sp1_isa_
lo ca t i.cn a r.d_ modi f_i ca t.i on s _a tthe_connec t top s _af___the_fql.1 owing_ beams ;_Oley._616 LH36_X_1.7_0 ' d" LD.S- A (2) W13 X 50 0 elev. 631'-11" T.0.S. (3) U 24 X 76 0 elev. 634'-l%". . _ _
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NONCONFORMANCE REPORT ' ' " ' ' ' " ' ' " -
- 3. oR A WING /P A R T No. e ft E V. F, PRoJE C T No.
or 2 410
- 25. os5PoseT eoM Co CuMMENCE r Eq(c) !> 7229 g3.N.nEPoRTEo Shaul SV[N./
' oATEh4/21/76 ---
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- 3. GTEsA oESC RsPTIoN 16-Anchor ". cit .:uts
$ ITEM loc 4 70aN fic LeoATEo EV "l~'
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g/j _ __,____ nEu O No construction t % RuuTING INST R ut IfoNS: h MouTE To FIELo ENGtNEENtNG O aou'E to *aarCaiaL suPEavisoa
... No con, o... G co No.7,o .
Dravin C-197(Q) Rev 2 shows locations of (16) anchor bolts (for nake-up canhs 1T-56 and cy ';M ryx ' H-9 CS . and references drerinns C-149(0) and C-195(O) .' Dravint C-149(0) nev 2 shous the above
__;in_cher_I t o tt_s as havina an embedded nut. I'ote 4 on drauing C-195(O) Rev 1 says "All nuts shall conforn to ASY:1
-- S' 5_UJi. '.' . C.pnkr;)rv to the above., the (16) anchor liolts ucre ordered, fabricated, and installed witii ASTII A-307 nntn. /1M/c'k"#f(////A#t'g* AWft) /)Vf/U! RA*/0 E/8/////f'S ,N(////O'Of DQ/pJ"///f _
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ly E'o aEcoM=Eaoarica/aourE vo raosEcv E G' CEa'NG E 58~d' SLZFM (' 2.vE.5,- c pivf.L/l ) .fy.
a * . r E Lo oisPoseTio . Esvi.,T s-
_ field recommends accept as is. Project Engineering to evaluate.
%~.4 U~t 4-u m
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- 22. EfuGINEE RING oaSPoleT eoM 2 3. E!aGINEERING otSPoS4Teo*8 RE5ubf S-
. Drawing _C-149 specifies-that -the--referenced.16-anchor bolte 9h,11 he-M W A-5 material. ASTM A-36 specifies _that nuts for anchorage purposes shall conform io~ ASTM A 1QL BaSCd On the_foregolng. Projftet Engineerine has determined that the subject A-307 nuts are acceptable and may be"bsed-as-ise"
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oRAWING -- C* /*'* *g , ,,., REV, oCN d SPEC. M E V. A o o.
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White Copy - - Originator ec ss-a Canary Copy - Field Eng.neer Pink Copy - PQAE Goedenrod Copy - OC e e *
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POWER and INDUSTRI AL DRAWING CHANGi: 7220 c_/ge ns OlVISION ,,
OCN No.
N'OTICA 8
+- '3 Pt.<;e / of /' s DATE.~7-l-% sy ~,p Reason for change:- Odl ? YED APPROVALMd) s/jlh, [
it,'O .~. ~ Y <?. P.P
!L/C W WC - ClC The Igilowing 8 Requisitions are affected by this change:- A/ONE
,They g],
been revised in accordance with this DCN b
J
/ g j~ "c 3 JUL 71976 uu ECHTEL POWER CORP, r mc5 JOB 7220 fi ~ -
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NONCONFORMANCE REPORT t
- 3. W,. . 6 r-a1E'~$p e c . i ns w. 3. rnoJrcr no.
' ""p* 3 (Q ' ' " ' " "
72 is nerositco sy ' o.wr as. ossrosereow coe.cunne sect
_2,,2
, . 2 ossen.,,,o,.
0-C-2_30._ . '
!_6 7220
. 1 e u o c . . .. .
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_Flyash Batch Plant i o ( "[*3'j--{ -" ~ alM"> ' l *"
'3.v.uo.,e69,fyg k.7
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i e. = ceu.ce == ~r se a. ..
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N/A N/A g_. ,4.g;- /-jgg.
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_Champian,~stouc,a.o itic,. .-Midland, Mich1 A an
.r s =
. . . . o u r . c. D3 uo_ _Sub_ con t rac to r El a*u < 'o e ac arc aaa c 0 aou'= vo = ave a'a' sue = =vesaa 99 NewcoMFoNMcNG CoNoITsoNa Rection_7.4.Lof _ Specification p. + <w. n _122.0,-C-230,_Rev.
a.a r . v-w n- 6 staxe;.t_that_pozzolans r, hall conform to
. ASTM .Q-6,L8-V2 in enhin 2 resluires that._the_4iness_yalue_hstnoc_ lass than_610D_cm2Lem3. Contrary _to the above, "EGiiUE of_flyash sampled on 4-15-76 was reported as 5654 cm2/cm3 Nonconformance noted during routine users
_tes_ ting _.o f_ma t e rials _. "Q" list numbers are 1 105 and 1 205 . . .
No hold tags applie_d.
no.
O ' ._'o o '_5'o s 'o'* Or'ci o arco ="caoar'oataourt to raa'acr eac'acca"'a n'. r'u'o osseosition assuors:
um_ac__i*;; fnr tLe _tirm._ncrind__411512fe _Io._4/I112f6 a total of 1237 ca y..__of eoncrete '
u, hettchefj_.apd o f __chhtto_tal 313 c.v. was "O" listed. Seven day cylinder tests in-I' dicate no abnornal strength or strena,th developnent, and no unusual air content pro-blenn vere encountered durinn this_reriod.. "'he flyash renaining in the batch plant sllo has hece n i e c t ed ,,i a , .r im.. .. , r, , . . f ,, The supplier. ?fichf ran A.:h 5;nic.c.
FP E NGtNL C DU4NG Dest'os0 T to M h ,e 1)
Cong_r_ete_. placement _C_(6_35)c' will not be dispositioned in this NCR because it 2 3. E NG e*.E E RtNG otsPosticos. RCsWLT s.
is_.por 0-listed,_se_e Draving C-428.
_2)
Concrete _ placements f(646.75)a' and CC(593.5)F have not been detrimentally affedted by the subject pozzolan, and may be "used as is," based on the following:
(continued on attached sheet)
,. .. ocs.c N cu.Noc wrou.aro as. aceccvro "arraia n. oiseosmoa
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WEs. sEE ATTACHtor OCN
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s ec a s.t W1Wte Copy - Deleinator Cenery Copy o c* 3-2
- Fieed Engineer
- Pink Copii - PQAE Coisenrod Copy - QC e e 9
l
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__ ,. NONCONFORMANCE REPORT (CONT'D) ..raoc '._or 3_ E12
_ _ se, c _ = _ _
Elock 20: _ _ . . _ _ .
been notified of the failure and a net: load of firanh received on site 4/23/76. Sanples trcre ob tained fro-- t;:e shippcnt an.1 accc.itable tent reculta uill be recci e.1 L" t:te. field prior to use.
,_,_ Listed Lelost nre the 0-list pl cerients, f cylinder test results and batcli_ plant flyanh inventory for the period 4/14/76 thru 4/. 2__0_/_76.
Late Placerien t Guantity Mix Test Result (7 cv)f 4 / li/_76 C(635)c' IL_c.y, E-2 3660 4/16/76 A(646.75)a' 292 c.y. D--I 3310; 3030; 31';5 4/20/76 CC(593.5)r __ 4 c.y. D-1 3';60
+
Averare of 2 r.yl.
Date Tons.ca Site Tens lieceiveel -_
4/16D6 __5L 9 9 4 4/13176 Ull.J. "
4D_. 30 Sarmle.: notified of failurc 4/2'l/76 4/16/76 06. ':9 4 -
4/20/76 54.97 4 4/21/76 54.33 9 ]
Remo. red from site 4/2G/76 1 4 n __
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7,., _. _ J White Copy Canary Copy
- Or% 'astoe
- Feeld Engineer J
Pink Copy - PQAE Goldenroe Copy - OC 7
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NONCONFORMANCE REPORT (CONT'D) .. cacc 1 or 3 ... c o.__412 Block 22:
al Concretelontaininuo zp_1_ap_vith i a minimut;Lfinene_ss of 565!,_cm2 fc33 vill have_1 css _ total finenesa (coment plus pozzolan) than concrete containing pozzolan with a minimum fineness of 6500 en2 /cn3, and consequently, will tend _to gain early strength slower. Ilowever, a review of the'7 and 28 day concrete cylinder breaks show that they have fallen within acceptable limits.
b)
A decrease in pozzolan fineness will also increase the amount of free water in the concrete, thereby affecting the amount of drying shrinkage. IIowever, the amount of free water is checked by the slump tests, which were all acceptable. Because the slump values are acceptable, dryg g_shrinkanc will not be adversely affected.
The following is provide _d_for information:
28 day Situnp at Slump at Placement Test Restilt8
_ Ectch Plant Punn Discharce A(646.75)a' 4505, 4310, 4425 4 ", 4" . 5-1L2" 3-1/4", - , --
CC (593. 5) F 4920 3-1/4" --
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i NONCONFORMANCE REPORT ' ' ' " ' ' "*""'
- 2. DR AWING /P A R Y No.
eREV. F. PR OJECT NO,
_ _ _ _ _ _ . _ Or _ 1 416
- 13. N E POR T E D BV DATE 7 33. DISPOSaTtON CONCuMRENCE FSK-W21 FU]2--4"RU5cTo'r/A
- 3. .T E. o E sc Ri r.O.
0 0122_O
. erc= LOcaT ON
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- e. sE Rami. Nua oER Drain.Eield }Lold Unit _f2_faa'p V'D~mdUd '/ * 'REV.
Oh 6.,=YA . < ~ - - ff/M/-
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yg r.[Rc o ..EORofO ylA llWy[g REeLact urNT rant afl .qd.&'*h u 3.? =..- U,e a *\-
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es.asuC D vEs Jf iT.sOvRct
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~~ " ~ " ~ ~ ' " ' ' '
t 8. NOUrING ONST RUCT80NS: hpOUT E TO P SELD ENGINEE RING O aOuTE TO a
- tea'aL su'ERwisca 8 9. NONCONFORMING CONDITsON:
QA_ Audit finding _0J7_(_13_11,1_l)_ rep. orts _q_rndiograph_takene~r It " HCB drain lina N-&21,-_
- Field Weld 12, Ic.cated in Containment #2 dge.3_no_t._hayA_the_le_ad_le_t_tcr_"F" Sroperly 3needs Tocsrc n.w. si!m on_the_ff im, nM recommended corrective action is to reradiograph the field veld.
This veld is nov embedded and is not accessikls_
for reradic' graphy. Note by level III Exantiner on Audit Reput: "TheMiograph is_ acceptable in _nll_other_ code __
requirements including the veld. . . ." "q" No. is 4.131 _ 5
__Ro_ hold _taga applied.
no.
nggg'saggN p7pRjCOMMEND ATeON/ ROUTE TO PROJECT ENGINEERING 21. FIE LD DISPOSITION RESULTs:
TJ Tlacement of letter F does not meet the letter of the code; but the F on the penetrameter does not mask interpretation of the ~ weld areae Recommend use as ise
- a NG eNEE NsNG osseOsersON . f' 14 - [
/ - i r e.
33, Sinen tha lacarian af c,NEEN,Na o.s,0ssT SON RrsuLTsi the_lcad_lettar Jncs_not- interfere _uith-_the weld _ radiograph LM M I"
interpretation, and the interpretation shows the weld acceptable , we concur with AI h rr /FT) v AM7) the field recommendation to use as is.
Acceo re .l -Mm[<udV e
/ $ ,.* */*
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- 24. Os DCheG N CH ANGC REQUIR ED h,80 l0Dl}(-l ~ { 2 . REJECTED M ATERIAL DISPOSITION O a a 'wa a ' * ***** " at DR A WING R E V.
O vCs. sEC ATT AcNEo, DCN hW" /
NcErfaNcE
- F UM-M
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g SPEC. R E V. ADO. avve edesse e-a seven leard
- 30990 9 . _ _ _
White Copy _ Orig 6metor CC G3 a Canary Copy - Field Engineer Pink Copy - PQAE Goldenrod Copy - OC
's ,
2 NONCONFORMANCE REPORT "^**' * " "
J. DR AwsNGm iREv. s. rROJECT NO.
$.g.1 ']w'. Or 1 , "419 '
s 2. p ro se T E D v as. DesroseTsON CON
_E.7220-13218-In-Ah !2 _._7220 / / '
IlDATE6D
- 3. OTEM DESCMIPTION
- t. IT E M LOC AT ION Y ade-, - I D
"'" l ~ ""' j "C U R R E NC E'"j""
Anchor Enits QC Hold Area l'1').y g-
' Mil ALfD ATED avf,. f.c.d4 t,G' hyE2,/ /J/(,f f ~h _ s. t J.7 (,
e s.pKPL ACEMEN i PA R NO. ,%.D n6J s. . ..*s
.24An1 Fl! N,0.,!LCC-2150 { REv.
- i. ,URCt. AsE ORDE N/A '
'N/A '
I
. .. OC r,,Ei.D .N s,E C T ,0N ,L A N N O . ... n E ,L A C EME N T sE R A L NO.
/,Jf 9 m,g gcf .
7220-F-13218(Q) Reve O R-1.OO-45 5-W -76
- souaCE ,
.....-...-..p- e....
CODE ____m_
.4 8.Tr'"yco, Eedfon1. Park, IL-ROUTIN t, ONST ef uC TION S "E=
fL".a _ _._ Supplier --
QROUTE TO PtELD ENG4NEERlNG ha ROUTE TO M ATERI AL 5UPERV4$OR
- 19. NONCONrORMENG CONORTIONs .
Inland Ryercon approved drawing F7220-13218-IR-84-2 shows the overall dimension to be 9:5 " f nv 39 fWAn1 nnehnv knita d ontrary *n tha nhavn thn notun1 nycrn11 di monsion in P'3"-
ifntoa anving
.vornipt incpec_tione "Q" TIo._ is_1.JDo I O(' Un1a tagn_appliea
- 20. @ FIELD DISPO50T10N CFIELD RECOMMENDAT80N/ ROUTE TO PROJECT ENGINEERING 2 4. FIELD DISPOSITION R ESULTSt Reject - Return to vendor for' refabrication.
m:- % '. -
Shf/pn TL .AcEad izt@pAu, V (' '
p S2g9 89,_%220-1542.
- did%R s-Je-?L fpB>fL1].zt:h
- 22. ENG8NEERING UtSPOsaTeON 2 3. ENGtNEERING DISPOSITION RESULTS 9
- 24. 35 DESIGN CH ANGE f4EQUlflED ONO '
DR A WING REv.
O vES. SEE ATrACNED.
DCN
-f. [ e SPEC.
- avtseases.e e=op. cree REV. A D 3. e.,.
Ed e s s White Copy - Originator QC-G 3 a Canary Copy - Fletd Engineer
. Pink Copy - POAE Goldenrod Copy - OC.
L s r :,. p .. ,
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^
i, _ _ _ _ _ _ _ _ .
NONCONFORMANCE REPORT ' ' ' " * " " '
' _r
- 2. DM A WBNG/PA R T NO.
O RE V. . , , _.__..___..__y_ OF F. PROJEC T NO. PO R T E D E
. 9 2, . 'DATE IS DISPOStTBON CONCUMRENCE G
- s. fr1nnon E u oc3cnier 14.ON1Ah.23 b 7229 (kel /g ttU4 ,s5//9h6 ...... i...~,
.. irc u toc a r.0" l' N of E Ato:. narco =< M l " 2) 1Er. .. .. _ i .. .I , ,, i ..
CrJan 11.Ennscr
- 4. saaeat Nuu=En 71 904' al- l
s?statetuesvsTEuNO, R mf S M #AN'**yyffrY# /' El P_^'tI#'70
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ts.emplacEutNrcant 6-lFCB-20-H1 U/A O. .. . . . . . e n. - . 3 -('.'.N n l b
.. co nc N .E oaoE. NO. H[A ! nEV.
4s.fj D.. l, g,gg y, ...[. ,.t.
... Oc rictO Ns E c r.ON ,t.N NO.
. .. E rt.c cu c N r se.a..
../ /. /g.
NO.
_7222-11-106-10 f. g.... ,
6.- CO N T R 4 c T O R/LO C A TIO N QCIR-Fe:32' 6-5W N/it 9B.ASME [3 FS 8 7. sOUNCE p*'* " ""* * * "* ~ ' " ( / " " "
ZYE.C h nc1' e Prnviri'R;1, .?T ' cOOE es c u
'(' .ogi ~'-*-a~~"*- **"
is. nOut:NG $NSTRUCTBONS:
%ppl.Ler_
{ Blou rc 10 FIELO cNGINE E RING O aours 'o aarraias 5uanav'$oa 9 9. NONCONFOpeMsNG CONDit EON L'hile performinr' a liquid rene_trant examine _t_ign on the field well rh.ich_, joins item J3 to e-- 'h /n % ol m.ma n e.
1_ Aln.h-23).,- linear indicationaxcre.moted_ad,)acent_to._both_relcls_ .._in__thtbast w+n1 cL thuachcr_. plate.-(item!3)
Refercacc._UDE Report _;/1570 ---.-Q_HoJJ._h.102 / E-H 'N- f.pplicA 2e. gj recto osseOsir ON grecto nEcOmmeNoar.ONiaQurr 30 enOsccv cNG.NocniNc to recto oesroser.ON ncsutvs.
Y %Zp s
'ais is not a nonconfomance - renair in acno2dancqhddh . P[ohect b.f_;sf15 #a
" N $7".ec .
Foecification 7220-G-27 provides procedurdsi.9MihTo'ver repair of this defect.
~
,,6 M sd .y 6 @ O'a..,
_f '. ,. g.( / , ,A / w : # t's / M ..: ~ ~ .
Je revised disposition on page 2. Lef]@ u/, .d .g,.p,-vyf " ,4 4 shS/n.
2 2. E NGIN L E P tNG OI5 POSIT 80N M '#
t+9W7 / 934
-. . - ~ -
2 3. ENG tN E E RING DISPO5 tT 36N RE$utTSi
-~
r
- 24. 85 DESIG N CN ANGC FtCOUIRE ONO '*"*cT' "^ ' c a 'a ' o'5"o 5'rio " O**'****** 27 oc accE raNec O vEs. sEc arracNEO, , , _ _ ,
0*" ?" CN ' i 'h 'Y M DH A WINf; nEV.. CCN e e. a s.se=s t e
,, y SPEC. aweeoessaesese..c,*-
R E V. A DO. ease t ee n s-s w_,.m,,-
.mmwa.L ee ~.- .- ~ ~ - ~ . . .
White Corsy - Or eginator Q C-6 3-2 Cana y Copy - Meld E nDineer Pints Copy - POAE Goldeneod copy - OC e e
~
R 9 -
1 NONCONFORMANCE R.EPORT (CONT'D) . . pus 2 3 422 a r_ s e. =ca u t r ._.
CLOCK 20 - Revised This is not a nonconformance because rteld repairs are in-process viork items - Project specification .
' 7220-11:326(QLreferences_p_toje.cj;_sAe.cjficaj; ion._722.0-G-21_fot_ttelding..and__UDE__tequ.i t _ _ . GHS-FM ements.
_ _in speci f.icatfon_7220-G-27__coverst_ repair _of_de.fects._such_as._thism Repair _in..accotdance.3titiLGllS-L ;i;_ tu yy. dx } x_.912d..
, 4 h "
. . _ _ . . . - 1 . _ _ . .
-.~. -
~
e.=rau r : a--::z-z-=. w - . v.r:. = . w a ,-~-- -- -
19098 2 % m-a ua sw-- ----e- --rw==---
_m2_.=rw-------------------------~s:a.za=_--- s While' Copy _ Originator Canary Copy - F6 eld Engineer P nk Cooy i
- PO A E Goldenrod Copy - OC 6
Attachment to NCR h22- . ..
.'i .i:I A Page [of .2' View Looking North ,s ___-_,l /
,' \]
,e 3 ,, . . _ ,' )_
/
Veld Zone' " )))) ) )) ) Y)Y )) Y Y Y YY YY Y .'
ViewLooh.ingSouth
, , s 5/8" '-
f . -
5/16" ,' '
)
- t. J ' ,
4 J ,
Weld Zone ---*-
l])))))) l] ))NN ll))))))A)l)) ,.'
.PlateSize:-1"xh"xi" 4 '
Reference PT Report' #1570 - Linear indication,PT rejection of base metal o
Grinnell' Drawing: '1-610-h-23 submittal #3 '
Banger: ' 6-1 EB H1
~QCIR: H326_5W Location: _ Auxiliary Building #1; 10' 10" E of 5.6; 10" N of E '
_ i 1 Aij - -
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0 -
L
.-l '
- M/ /
, N2 7._, / d- /N ,
p ,z g b t , 7-9 n ' & ,. A +_ w a c~
NONCONFORMANCE REPORT "^**' - '"*""~
w.7.~a7f.., no. . a s v. v. eno,ccr no. -
-- - ~~T'%.- . o,~s'ros.1 ion co con e._I31ock IS- ! __D7320
- 3. ircu oenen nviou Pasteners for . irca tocation Various S~torage I 28
~ ~7i,ifri>37c7v t 's h E '
cc Wr- T3 j a- avows .v i ' ' ( "" " " l ~ ,
.. s.....ne.r.s...A:
.~u
.. sr ta pads ,_hRestrata_ _ hi.na,u,,l,lation._.Locatiom suo T.. .M4 --
. .u. . ~ r .. . .. .
'oare
. 6[.@.. Y k57b b .
"'"" j "'' k"Ng ,,[ ~ . p[ ca/-
.See Block 19
.7v~a c . . o n o c . n o.
N/A'
....cr.auoins,scr.o= ,u u . .
N/A ! , M % W A; .
7 c...
J N ' ,&
weo..h .
7220-M- 10 6A C . .. .
t.c c m. a r s e n i u. ~o. *
.. co~ ra.c ro nitoc a r.o=
See Block 19 N/A $'7 Q { J '.,. ' , q . $ 7 T . g_,
4-.- -
ITT Grinnell Corp. , Warren, Ohio ii.asuc ci ves ...sounce . .-n Y
... no u r i~a .~sv o uct ion s, g o ur s v o , .e to = ~ sa....ao cy,oc O ~o Supplier M({J," .""'Q*Q-t,fl,",
O aoun ro ="cain 5u saw'soa
- 19. NaNCohroRMING CoNo6, ions ASME Section III, Para.
ASME Section III 1974. Para. NA 3767.4_{ referenced through Specification 7220-M-209 and NF 2130 and NF 4121.1) states in part . .
. "A Material Manufacturers Certificate of
_ Con 3pliance with the material specification, grade, class, and heat treated condition, as applicabic, may be
,provided in lieu of a Certified Materials Test Report for. . . boltinn 1 inch diameter and less. Material identification icludinn any marking code shall be described in the Certified Mat of Compliance as applicabic. " erials Test Report or Cert _ificates
- 4. q icto oesrosiriou p coo ucco=~eno v.ouf.ourc vo rno,rev suoi~reniac ( Continued on Page 2)
. rin to o, .asir.ou .c.utu,
_!_ tem 1 Field _ Disposition .
This._i tnm B not a nonconfarmance __ _ Code _ case-1654_and_
._anticle NF 4121 apnlins whic.h..cnvers enrtifiotes_of enmnliance_ furnished by_ccepo _
_nent support manufac.turer_
ITT Grinnell has furnished cettificates of compliance ____
- in accordance with code case 1651 & NF 41?l.
an. encescanimo oss,oserion continued on nace 3 Trom ')
Thin item in not a nonconformance. The fc ct that._the_ nuts _nre unnnrked does not_ constitute a nonconformance. ITT Crinnell's QA-program assures that the a.
- e.,c 4 w ; A & s nuts conform to those specified by ITT Grinnell engineering department's design, d. .,h m, ,
__In the case in qu.estion,_ITT Crinnell's ennineerinn elected to use an SA-307 ',/ 1 'A . -- fe2_ a ,,.. #
grade A or B carbon steel nut with an SA 193 B7 (Alloy Steel) stud because of the principal shear loading conditions. (Continued hn attached sheet) So/g< //'/// $ ?.9 7/
O ves.sae artacaco, 9C A J NC .-
- oMAvvNc _ ptv. oCN ,
.g ,, 34. . .- ,
JD A , et \ %
S Pi c. R E V. a o o- av.wo.eseeeses.sc... *
- anes s White Copy - C somator Q C-G 3-2 Canary Copy - Fi.id Engineer Pjnli Copy Goldenrod Copy -- PQAE e
QC e @
/Asr % c /~~Wx b b 7.7 w ~ %
Block-IS-Continued.- NONCONFORMANCE 5'EPORT (CONT'D) s.pase__Zor[F#M ca o._'2O
,ofp __ia.
3
. b _.T3hn follnwing _conditinns_.conttary_t.o_the_above _
s s emblics._ggg-g. cxist on all g/4 a- - Jg._.<nO,
--- f-~-
Order _7220.eMr106AC _ _ _
_ _ _ _ . fueniehed #'
. . _ _ _ . ._ _. .____- to_d a te-un de r. Pu r c
_a )_ Mate rial _Co rtificate s- of-Com __
-- . ..__typcs_ us ed_in. fabrication.______ __.___..________..____.._
_pliance_ do-not-specify-material-specifications b) Material _ Certificates the_ marking _ code utilized.-
_of_ Compliance _do not_specify_the meana _.-
_of_materiaLidentification including
?.-Hex _ nuts _ furnished with_ stud balts_markedlH 1L(ASME S .
Sh193-para.._13, land-ASME_SL194_ para.13a and 13b . Azl93)_are_not. identified _as_requiredly_ ASME 4 .
3 . No-material materin1 =* _ identification-marlcing_or_ description i _ . _ _ _ _ _ .
. s_prov.ided for_the lollowing_additionaltypes_oflast.cne r . .-
a)Ltw..-1:p,.!C!_.t,p_dC.[rQ0_dsKdbdd*3dY . _
. b)-Hex head bolts >.nd_ nuts for_pipc_ clamps-k**) ~ 7 L c4-44iscellaneous_ hex _ nuts Rage _l, .Blocka_2,__3 and_lp _-_
Hanger-l b .1 E C i b 3 S= H 3
- Field _ Inspection-Plan -
Location _-
10-IFC B- 3 5- H 5 . .M 10.4 _2:GH _610__6__
F_inaLLocation IL1G CB d3. .lI6_-.
~
M-2.Qi-2.-GH .61Q 3- . ._
IL 2G CE-25.-HIL __
. M:20_4- 2 -GH- 611:5 - _ _ _ _
18-2GCB-33-H3 - F_inaLLocation_ _
18_Z.GCJ3_31 H4_ -
18-2GCE. 33.H6.-
^
.__--=_=._n-
_C on tinge _d_o_D_P_sagC_ 3-
- - - - ~ ~ - - -
White Copy
_ orleinator _
Canary Copy Pink Copy - Field Eng6neer
- POAE Gc,1denrod Copy - OC
- ce ce
fj9 , -j .
if / ,' ~~
99 -fe/4/&-
___ NONCONFORMANCE R$ PORT (CONT * -
"...cc rM"# cn o.- h R8._
_ Block _19_ Continued,_Page_l,__Blo_c}ss 2. 4. and 10 6 -11[G B_- 2 0 - Hl _ __ _M - 2 04 G H- 610 - 4 Final Location
_10 dECB- 43-H3 -
_10 -lEC B _43 -kIE _
._1.Q.-lECB_ .4._3.-H1
._ Note:_. 0ther_ nonconforming _ hang cr_assemblics_ located..in_storagc_ warehouse.4/8Ldudt4 /4/'V S2d/'//M
-._ MC._8AdGEdb_. ! f$f'CWd8CCE5?_N ff:.d2y7' h r G_. N ~-
4/W:
Nonconformance_noted during install tion _ inspection-Q_ list _ number.__.Xarious- . _ -
Holdlags_. Appl [cd.
_flLOCK_2D__c on tin ued_from_p a ge._1
/00 Wdz _hhW Item #2 & 3 - Route to Project Engineerin_g. 'AS"E-III- acra. "'3765.E g g gt [/
[g__4._fgrg
.,.ctent mt M its-and-n6t: ' " n eg._djeMD
?. :=" ^;gacr 'hc wacc ava-i-1.ah M rc" ~ 't ; h- M cc me = ' " %--a wiivocrien- ne04 -not he :-hod ;- omor>tw O
e mdepA-by-4hw4e ri S cpac 4 #4 c ? ti eaB.,
r__ '
Material spe_cification ASME_ II Part A. _
SA-193 requires that the manufacturer's ide.ntificaffan__ marking _be_slamaqd.
_on_ tite _I l ea_d_of_b_olt_s_ao_d__S_ crews and on QRg_cp_d_qf_sigdsjoils_tud_bn]1.s_.
Material Specification ASME II Part A. SA-194 states (a)"all nuts shall bear the manufacturer's identifica_ tion marking". (b) nuts shall be legibly stamped to indicate grade anDrocess of manufacturer per table V.
Field Recommendation - Project Engineerino to notify Itt Grinnell to ship replacement nuts and bolts for all hanaers q
_r_e_ uiring nuts and bolts which have been shipped to date_and that all future shipments contain p_roAct]y_garked nuts and bolts. Field requests that replacement nuts and bolts be packaged in a kit form with each kit identified with
_the_appropr_f ate _hangec_ mark _numbat.
Field renuests_A_conditinnal release fo_r_insta_llation of nnnc_Qnforninc'
.hannors 5 sed _on_r-apheccent n# the hol-tinn r'ater_ial arter vor eipt_at._thc_jnbsite _ (ritt r 1 paranraph C 9)
/1P/'Y'CL% L pj(y_[st]cknL__
wmnn
Y se fh h &N ~U Y /) & $$ .b *?
a@&Wm.f*L~
_ . _ _ . . _ . _a --PF*
-Q C" 44dgn. / m
_._-4 --- e a c.c n 4h Canary Copy PirA Copy
- Fiew Engie.er
- PQAE Goldenrod Copy - OC
./g,g/ 4' .' 7' /P / '. M f s % . *? 8
~
_m. ~ a. . -NONCONFORMANCE REPORT (CONT *D) s.caa$doNl. n.acaao. I N s.-
m_.... - - ._ _ _ -- - --
__2 2. Engineering Disposition - Cont'd __ -- --
k'hile SA-193 studs require marking, SA-307 nuts do not r uire marking by Code or specification.
Item 3:
There is no evidence that this item is a nonconformance. The fact that the items are unmarked does not constitute a nonconfornr.nce. No nonconformance with the Code or the hanger specification exists.. .
ITT Grinnell's QA-pronram assures that the items conform to those sp_ccified by ITT Crinnell's engineering department's design. A more detailed clarification is set forth in ITT Grinnell's response to NCR 428 of 6/18/76 which is attached.
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. Canary Copy - Fkid Engineer Pink Copy - PQAE Goldenrod Copy - OC
s Jh!.s ~.
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s ITTGrinnellCorporation
[
VI Dana & FaigeAvenue, N.E.
wwrn. Ohio 4:481 Q
Tritphou(216)32975SS f
' k.m June 18,1916 #3 ditel Associates Professicnal Cbrporation 59 D. Dem #10D0
?) South State Road h
t '
43dird n Artor",r" Michigrzn . I 318105 *_
tention: Mr. R. 1 Castleberry Project Tngineer h b
hject: Ceruns:nrs Power Ctepany Midland P. tant - Job 7??D j P.O. f7270-S.105-AC fpg d'
3 ULUOd69 g M
ntlawn: .
W tW,f 2 3a kbiresday, June 16, 3975, the resident Dechtel Irepectcm, D.15cMillm, M rwa:Ved a copy of Nca-Oxdc,rnance Repcet $8128 to ITT Griny:11 jersoree1.
copy of this Hory.Cbrdorcance Ecport in attached. Mr. Pcfiillin stated %
t ? urrti2' this Iceblen. ws reocdved, there ec=.Qd be no furtier chipcents g( 7%
material for the subject p2Vject. ,
l l e .fo13cwing is ITT Crinnell's respense to tha thme (3) Hen-Conicarences si . n ;
'r,ted on Page "2" of the Nca-Ctnforrance Repcet: }%E ,
'fm 1 Dechte3 .tbn-Cenfm ucu.ce: g$ D '[g '
- .gun 7he Jol.lcwing otrnGitions r.wia wy to the alxwe exist en all annerblien N furnished to date under Parchase Onler 7220-M-105t.C; b [@M l
} !
a) mterial Certificates of Ocrplinnee do not speci_ty traterial specificatier.s, gruees, c) noses or, types used in fabrication. h l
$s \
di "mterial owt31scates or cum ance u ao r.at specify the reana .
\ . s' T. s ,[gg '
of mterial identificaticm inc1w)ing the unrking code utilized. P
- (
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'IO: Hr R.1.. Castleberry - Pechtel SUaJECT:
PAGC 2 (bnsimam Power Oor pany - fiirhnd P1arrt - Job 7220 g
z
- 3) ITT Grinnen's Resperse: 'hi 0
Approxinate]y one year go, ITT Grd2cien detected a ecnflict in the N i
- Irequirene.nts ni HA 3'10D vercus the requisvanto of thdAectico NP. '~
An it applies to shipr:ents to ITE Ctinnen's etetts:nrs, oire interpre-taticn of the certification requirecrrts, in that the niles defined in Sub At t_iole NP M21 should apply for an naterdals t>xcept those 3 uned in testing.
Class "1" swn-stamtzrd stygorro and 11ase supports requiring 0;
impact It in also our op_ inion that the requircr ents of .
NA 3700 awl Article Nr 20D0 Iqeply both within Ctinnon's trarrufacturits C
. facility and on naterial supplied Irj ITT Grinnen's vemlois.. 'Jhis hg had 197Gbeen verts11y and agreed upon. discussed with Ecchtel-Arm Artw personnel.carly in 5
9hk Certificates of Cbrplinnee nnM ted t in the sample data package,
- h e y{f 6
M xvflect given aITI code "1" appmval Crdnnell'c Ir/ De( htel-Arm ArWe on Jctrxtry 25, 1976 position.
provided with tie. anterial shipped'Jhe actual Certificates of Corp 33ance . - @M
, sanp are vir:ually ideartical with the '"
(pas.=lee.Certificate of Cbcplicace included in the Dechtel o;yr.ruved data M,:
g that a Chh case be Eenerated to olis:dnate am potertial qu znight arise.
1975. This Ocdc Case, 51728,ms approved by Amit in bh,v.k2, (kAT It has received fontalinapproval ci the U.S. Noelche Regulatory (bsmicMin, dated May, 1976.
and is included Regulatory Cuide 1.8h 3 Fevisicn "L",
$ (% '
[R d g, 4
Ch Decem:ber 17,1975, Code Case for use on the Midland pruject.ITF Grinnell requested Bechtel apprrnal Alt}FX3gh }TT Ciifqell ha3 h 5' y U foncued this date. up cn this matter, we have had no response frua Eedhtel as of
\ @k N
u.9
' M:..
jl
- lhe Dechtel residant inspector and Subsection Nr thtrire the vanufacturing phase at the Warnn has centinuany verifie
-facility. iU
'lhe Procedute QtzG.ity Ocntrol fMvg syntem utilimd by TIT Crimm11 'is do u ented in 07A009.
. A copy of tJe Ccda Listing fen various c,4, % W (h
'-attached.
Grinnen materials, as defined irj this Qmity Cbatrol Procedure. .is t g.
N y {gi
' j!f requested, ITT Grinnell will te pleased to subnit a copy of thic Qtmlityk :pa L
Carstrol hocce.tre to Ecchtel on a forral basis.
4 g
pr 0\ Cf".
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. - .. - - - . - - - -- - 'd-
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Mr. R. L. Castleberry - Dechtul \
SU3.71:CT: l PAGC 3 Ocsmucexc bec CJorrm - tiidland P.lant - Job 7220 '
i I
- 1) ITT Gninnen's Respenae (Ctet8d. h -
i: i j
It Jiay b> noted that the mIterials used in ecqcnent cupports for the < t cubject priect, are defited eitkr on ITT Grirewn drurir.gs (for Q cu.g.<,ent stardard supportc) or en rechtel approved hangee nketches. i Verifseat.icn te accecp31shedof material usage for at the Warren ecepcumnt standard supparts mu::t Plant. $y
- 2) Det_htel Non-Cbnformmec:
. s$"
+
T u
Hex nuts furnished with stud-bolts nurked 'B-7' (AS1E Sbl93} are not I identified as required ly ASE S.4-193 paru.13.1 ar 3 NAC S4-194 pcru.
. 13a and 13b.
.h2 ITT Grinne115s Respense: 4
.[$
'2he Dgineering Departrents within ITI Crinnen'r, Pipe Ibnger. Division, specify uigns. bolting naterial to catisfy the Imd rejulrem:nte of the various 6
In sc:m desir;o, cuch as the rigure l'200 hydrealic shock and .. p sway suppressor and the rigum !F211 swsy stTvt, the Iceda applied to #y scme bolting nate. rial am prinurily r.hc ar Icotb. 11 tin in Tarticularly true of the bolting uatelh used as pins in the ball bur: hinge on the N aforerreirrioned tw (7) products. 3 stub in accordance witn SA 193. #ccordire:1y, they Mye specified anoy j the rarts with these studs are "#'
used"B". creSince cpecified there Grade as A-3D7, are very low tensile loads, ti3 A-307, G:wie
'Diew are no nurkire,. Iequirrtent s for A-.307 nuts. x\ It The Warren Plant has ret the yrquiremnts as defin-d by the Pipo &nger k Division Dgirecring Departrents. Uhis has been ve_rified 17J the resident Bechtel Irnpector. 4f@3 gN fg rn N.
y Let
- 3) Deditel Neo.Cbnfarunneet _ M%
t tb raterial identificaricn rarkirg ot' d ccripticn is p:v/ided for the N Teillowing additicral types of fastenar raterials.
b)
N-p @,?
Ec:c becd bolts and nuts fcr piya cla::g:o. M%
qs b c) Miscellan::cus hex nuts, Nx %g 4W I'1T Grittrell's henponna: '
Jg w<g.
'Q bn Article 7F-2150, states, in }nct., ".'.ateris1= fe rrM 1 itens shnn be s.udaulled during the nanufacture of the cxrpory'nt sqvarts co that they N3 [
aru identifiable on acceptable noteria.13 at all tices".
% . 42@$
$ ri-e E-
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[,*h.hh(-- .,-p'w.gy.tyg',.%
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l $.. *- D 3 - e.,.c,m : - - -
) .r;.y . :1
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, . . %. . ,: .~g.,i - . .
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"kO:' It'. R. L. Cast 3eberry - Dechtel SUaHLT:
1 1 PAGC 11 Ctma-rs 1%:r Occpany - Midland FL%t - Job 7220 i
', : to??- W. .
- ' 3) 1TP Ceinnell'a Response (Ctnt'd. h .
In irrinenting for a definition. this requirecient, 3*IT Grirmell did miel loch to NA 376S 6 cara11er Accordiragly, bolts and nuts 1*' Titrdini diwr.eter and .
Qnli yt CbntIvi Procedure #02A003.are not Cbded in acthtnce with the Tw}uirecrets d ,
ITT Ch'inne31's position tan l'een revie with the 1ccal Bechtel Isopector and his ecnence receivect If Dechtel feels that 1Tr Crirce.31 sh:>.Gd mark the shirping ccsetainus .
withthe with a 15tatenent requirvnents of statina A-3Ca7that seme of the fasteners included, ccrply ITT Ceinnen I'hgineering doce, ctr. , this can le acconplished. )! wever, dnwinga requizecents. aned/ar custtcer approved hanger sketcMss mwh as ccrivatwet stamlard appor 3 define the bolting It is ITT Grinne31's opinion that no action is required. '
We feel kepart 9108.ttmt this Iwepense exxd6 cimh19 you to cloce cut ?kn Oonfo -
nmnce Prrmpt rtw .
.s O will be given to any <rsnrtions you cay have.
Very tm3y Souru, 6s D. M. Sewell Divinicn Qcality A~;tcunce E.Nc:- x 6
UtS/jb ./ N',
I:ne. '
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\
' cc: , P. Milnan - Providence J. Boyd N
- Pnwidencu y, H. DeCr'istofaro - Pnwidence '
D. McMillin - Dechtel 'N s j R. Mulcahey - Pituidance i
- W
l H. P3ur&ctt '- Pivvidence A. Rcrem - Wrryn k' )
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ATTAcartstT r 02AOC9 3d, , '; ,
ilY ?$ ~.. MATZRIAL _72TTER COD 2
's[,'N. 'pil b SA-36 c SA-53 Cr. A A 1
SA-53 Cr 2 TQ i .SA-106 Cr. A ' ~
H .
SA-106 Cr. 2 TP * .
SA-182 F-22 K SA-193 cc. B7 TH' SA-194 Cr. 2R P.
SA-194 Cr. 7 7 SA-216 Cr. WCA .
E SA-216 Cr. WCB TB .
' ~
SA-240 Type 30% -
YA SA-240 Type 316 YI SA-266 CIrl Tr SL-266 CIe-2 N -
SA-766 cre-3 P SA-3D6 Cr. 50 .
'Q SA-306 Cr- 55 *2 SA-305 Cr. 60 D SA-305 Gr. 65 C -
SA-306 Cr. 70 -
II -
SA-30' Cr. 1 -
g '
SA-307 th. B : - - '
SA-332 Type 304 .
L ' . -
SA-312 Type 316 - TJ S4-376 Type 304 -
Ts' ..
SA-376 Typa 316 Yti D;
(
i SA-237 Cr. 22 CL-1 SA-387 Cr. 22 CL-2 Ty Tc
. gj
- *j SA-479 Type 304 TVI
'i SA-479 Type 316 TD '- - 9 .:i
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t
, A5GD Cr. 3 YR ,hI A500 Or. C Tu N A501 . II p {,y
' SA-515 Cr. 65 .
Ya - I, A-668 Cr. C y C '
A-66B Cr. D -
R.. -
A- 668 Cr. F S I3 IOla -
T \
.- k 1020 J * . M A3SI 4140 K .- ' 3 l
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, AISI 41L40 TL -
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NONCONFORMANCE REPORT '"^*** " " ' ' " ' "
~-
7RE v.
~ - ~
E.R"EPORTs i aS.DI E T M ONcuR See Block 19 i 7220 ENcE
- 3. 8 TEM Oe 5CRsPTOOM 8. ITE M LOC A T SON
/L.-# I M h'OATE h DgAT g_ e-"l""t'J"--
- j y --
g 3. V A Lt0 7 D )t
_P_ip.e_ Spools _ .
.. uR. A NU""a2FCB-35-5611-6-7 Aux.__D1119<_ILli84 F_Ui,3_1_iucM
'- " a a 'u' " 5"" a a-vD W-74 &@ Nde__ %dML 2ECC-35-S611-6-8
"'"<r'ac* d<a' "aa' aa.
iarv- g y;.u. . - ?" ' . #* .J ..-
S. PURCN ASE ORDER NO.
NA flA 1 .;f 'Q; D.;,fi
- 7.4$
- 7 ~,Tg-
- 98. OC FsELO INSPECTION PL A N NO. 4 6. REPLAC EMENT SE RI A L NO.
7220 M-104A-AC Rev,___2 NA - '
- e- (. f
.. CONT R Ac TO RitOc AT ION NA
,' ITT Grinnelixlernersville; North _ Caroli,ne
. . gM ,E a vEs n. OURcE y~ty yg/6 y@",',-[
,,,,,,,,.,,g,,,,,,,
S t. ROU T ING ?..ST R UCTION S
.T E M 1
O NO _
SuppEer QROUT E TO FIELO ENGIN EERIP Q ROUT E TO N ATEHI AL SUPE RV850R M-TIT i4v"." tap &W-80 Rev. 2 show the By-paE; line around the decay heat removal heat exchanger 2E-60B to be 2FCB-37.
M-611-6 Rev. 5 shows the as.s.qciatad_p.ip_e_spoo.ls__to_.be_2ECB-37-S611-6-7 andlECD.-37.-S611-6-8.
Contrary to the above, the code name plates identify the subject spools to be 2FCB-35-S611-6-7 and 2FCB-35-S611-6-8.
J1oncodoman_ce discovered during drawing / hardware review (Q number 4.114). Two QC hold tags applied.
20.
] FIELO OfSPOSIT8CN gFIELO RECOMMENO ATIONfROUTE TO PHOJECT ENGINEERING
- 31. FIELD OtSPOSITION R E$*.JLT$r Tield recommends that project engineerino revise M-411 Rev 3. M-480 Rev 2, and M-611-6 Rev 5 to correspond to existing pipe spool code name plates. Spools are in permanent location (not welded) and documentation is on_ site., e
'A $ x- d d w lN i d ',4 4 7 4 2 2. E NG8H E E R ING p t5 POSIT ION a
4 1. P1b & - 9m
_ . __ lksle'u,p;'.C,f./ ', nf (fHr . to. 'll *s
- l'r 'f eV3./?% 'b,:r s 23. ENGIN EERING OtSPO54 TION RESULT 5e
) 1"/ ws s _ f er(_ _ , UJr sf (l A b. < b- . lN A/'s . f fr* f$ be.. >.
/
g~f.I n. .-
/A-u6x.
y'.t v
ze. Is OEstc N CH ANG E HEQUsRED thO 26. R EJECTED M ATERIAL Ol5POS8TaON O a vva 'w' '** a av. Ac E A , ,
%Es.sEE ATTAcHEOs On AweNG A*$'ll$2 R E v. b Ocn - S-
- 7 - 411 3 DCM 7 tb's ? \ n k n h . '~~)f5"OfQ m M-4RQ R E v. ? AW P- f 'C 7-% ?L a law. . . = = .. ~ ' s .. A t oos e.: .
White Copy - Originetor Q C-G 3-2 Canary Copy - FleId Engineer
. Pink Copy - POAE Goldenrod Copy - OC e e 9
NONCONFORMANCE REPORT
- a. DN A WING /PA R T NO. g. REV. T. PR OJE CT NO. ']^ ,
'y' ' 4"'y '
I 2. EPORTE D s v 7223-11-231 ;6 DATE 7223 2 9. DISPOSIT ION CO NCUR R E PeC E
.. . E. o E SC R.PT.ON
. .TEu LOC A T.O N
/ii ~ ~ ii &//.76 ----
p 1-- ' --
lb-26" 93" LH ELLS v A %. TEo .7 oATE ' --- '-"I^
I-
,s
- 4. SER8 AL NUMWER Erg
. CLASS "A" WHSE
- 9. 57 AR T UP S T S T E M NO. (t Pg[L ADE M E N T P A R T NO.) ,3%[y.
9 5" se E 3
- + Y~ "" d- [iffN6 '//-7 B P - q, n/A **'8 S. ruRCH ASE OuCE NO.
io. OC P ELo . SPEC T,0N PLA N O.
U/A
. .. R E,L A C E = E N T SE R. Ai. NO.
l R E V.4~ .,
J.._223-I'13h IR-R-1,30-109 ,{e... . ., ,,,, ,,,, , ,gyg,3 p ,,, q .Z:
CO Ni R A C T O RitOCAC A T.ON N/A ITT Grinnell Kernercville, UC.
.A$uE g vES Oo
... SOURCE { ]* {'gg jQ*
,_,,,,,,,,,,,,,,,, p,,,,
t o. HOU TING $NST HUC TIONS
.T Eu Supplier ,
Q ROUTE TO F sELD ENGINEER #NG
% tv0UTE TO M A TE H4 A L SUPERVISOR 8 9. NONCO NF O N MING CONDIT ION:
%tanial RefntLnLtico_1220.U-JnhA_Re.L__S&ParScrSph_DOCMme.nla_ tion _.SubEiAtal_.Siib_?nratr.tcph 3 states in part "Forn G-321-D chall be uced and cubmitted" Contrary to the cbove documantation for lk-26" 90 LR ELL Code //YU3B Heat JU32851 did not contain the G-321-D forms.
Uoted during receipt inspection . "Q" No 4.185 ld
_ Hold tags applied
- 20. FIELD OfSPOstTION QFtELD RECOMMENO ATION/ROU,TE TO PROJECT ENGINEE RING S t . FIE LD DISPOSIT 40N R ESULTE.
^!:4es / S/ & 7e .44 s sla ,-., AA+
~
+/ 6, n chk (% Ju.w J <w A L m%. J < x.
- 22. ENG EN E E R ING DISPO$tT 80N 3 3. ENGINE E NING DeSPO$tTION RESULTS e
34 f S OESIGN CH ANGE ttEQUIRED O NO **"'"^'""'^5" 5"' " U"*****"*"
DR AWING REV.
O vES.SEE ArtACNEo, DCN n, 'g^cc'y" j pp pf
_O M d SPEC.
io . . .. .
~ ^
REV. ADO. av ... .. ....... )I b . ,, ,
WititeCopy - Originator QC -G 3-1 Coneev Copy - Field Engineev Pink Copy - POAE Goldenrod Copy - OC Y
~ '
e
. .4
'''3 NONCONFORMANCE REPORT " ' " * " " '
- a. ORaw,NGi awr ,.O.
Spec . j "
- v- '""c'a-O, 441 l ' 8- "a"'" =v joa'r 8 5 o'$'o 5"' " ca"c u""* "c 5
_7223-E-1PS l3
- 3. st r u oc:CRi,v EON PPS # '--- 'd"/Nd- " * "" l " * '"' j " "~ l " " l 2 -~-
e irgugog.giOyg si> 0 g_,c,-;f. co ,y i 16" HBC-CK-Z Valves
, v a t iO.
gj gy
.f g =ya o. .N, a o R ,svU,n.1 = uO._ A;_Wp (i 2 I ~~'7 6'o.,e-/4 M re.sh./,wf, Ra, .CeocA , ,,,,, .
g 7./-76 R ,v. .. .,u , . .o. . u y . . ....
? II $ik29 II/A- N/_A ! - -
- s. ,URCNase O ocR NO.
,-yr,;, ' '~ -', , .g.'I -w/.,.
_pp,-u-120Ac
. .. o c r ,c tO .N ,,t C 1.O N , . N O. . .. .,u.C r o c N v sr R .c NO.
ff.Qk.if,,,,!;t[,i, =-
S CONT R ACTOR / LOC ATGON Tn/.a-1 nn Rh 98.ASME VES nh 8 7. SOURCC ' ~[ "- ~ - ," [L- g ^- C *w "; ,
~ _
J.nchor/Darltn vr.1voJ M ravuard..cA '5'~h~a -Q-ROUILsunnli<>r s e F#OUTIN'G GNST R UC T N S4 8 9. NONCO N rO RMING CONOST 80N s QROU TE TO F lELO cHG1NEEMING TO M A T E NIAL SU,ERv850R ,
=4 '
k The_Parshace Oriler_Itect_numbin. on_the_.mannfacturer'- valve f anntifientinn 'nc ann- nn* " gree with the Purchase Order Item number as shown on the Code Data Reports for the follovinrr valvec- (1) The
_.mance_tur.cr'c yalye identi fication. tv, for the 16" HnC-CK-Z Vnive ui th hnav earfal Th 5994 n1 1 17 -hnu,-
_P.itr_hng_.Ordsr_Itnrt_2. 2. The. Col._ DatIL_ Report for_.the 16" nnc-cr-z valve with nevin, nn. SonA-ni 1 -17 ehnu,-
Purchase Order Item 2.1.
me. nric to o.s,Os...ON oricto RcCOuucNoa r:ON,ROu rc 10,RO,,Cr cNG NecR.NG Continued on Page 2
. . r ic to o,.,O s.v.0,. csci.v.,
=..
Route tiii TCft-to 8voeursrM---Th m Procure aent Supervisor to Obtain , . .
cted (% n g.. , . (t uM-W code daf.a m valve manufacturer. , . __e
[ M5n [V ___ i - 2. - 2/,
NW Ymbb-e JA <
^
- L # lee am_, 4, _ ~
Pace 2 for Block 20 revised S t. E NGIN E E NING OIS,O5STIO N
- 21. E NG IN E E RIN G OIS,OSI1 TON R E SU LT S:
e
- 24. IS DESIGN CN ANGC IIEQUtHED O NO ' * " " " " " * ' ^ ' * * * ' "
O v=s, sc= avraCNrD. . . . . , , ,
O ((7 " ~~ * ". d '7$py _ Q Z. pg DR A WINO Re y, DCN .m A _
' i 5 CfD Spec REV. ADO.
6..s u Ieesa -
White Copy
- Orielnator QC-G3 2 Canary Copy - Field Engineer Panat copy - PQAE Goldenrod Copy - OC
y a#
441
_. NONCONFORMANCE REPORT (CONT'D) s . r o r.p,_or 3__ ...c,,
. Block lo Cent.-
__(2}_.lhe_tanufac.turer'_c valve identification tag _for the 16" IIDC-CK-Z Valve with pg _ g 74 body u#seri
_g_
-shovn-Purchoco-Order-Item
._shavn Atrehanc._Orden_ItecL2.R,_. _21-.-The_ Code _ Data Report _for the 16"._HIYl CK-Z malvn_vith.
l'onecnformenen..no_t/d_d.uring_Refe_ip.t_.In_gpectic_n. _Q_Li::t_ Ijo. is .tndeterininate,__
' 2 applied.
Hold Tage Plock 20 revised:
f_f. eld
.dittftd 6-25-76)-_to._.instau_
I correct _ val.ve_. identification _ tans supplied _.by._. vendor no __
_(see atta nstallation-to._be-uitnessud by DCE, AI,-and ficid-enginnen, . erroved-- qs-shall ds,:dwa n-be.-destroye<'. a; 4L @fC
,-t-,6 ~
tects 2 White Copy - Origleistor Canary Copy - ?ield Engineer Pink Copy - PQAE Coldenrod copy - OC 4
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Y) -
- DAliUNG O
ANCHOR /DARUNG VALVE COMPANY 24747 CLAWITER ROAD HAYWARD. CALIFORNIA 3 8545 -
(415) 785-2420 CABLE: ANCORCO a TELEX: 335451 June 25, 1976 BECHTEL POWER CORPORATION PO Box 2167 Midland, Michigan 48640 Attention: Quality Control Engineer *
Subject:
Bechtel PO 7220-M-12C-AC Bechtel Itesm 2.1 and 2.2 '
Gentlemen:
Enclosed please find new Anchor / Darling nameplates to replace incorrect W.
plates shipped on the two valves. '
Sincerely, ANCHOR / DARLING VALVE COMPANY
. r --- -
A QC 07220 M.A. Solyan/se M Project Engineer PFOG encl /ack --. CIVIL i l ~
W ELECT.
cc J.P. Punch -
M.L. Acker, Bechtel Expediter -
' ELD WG S. p g ,,,,Bechtel Do". y dRECEIVINGig - T2 p"~'TD _
T op e,-;
l :
O Tc 3..wg i[xo ~ "
J!!M 2 8 l Er p.uz '
fj Q U A I.i r BECHTE c o M T RO.L 7220 a cauur.s -"2
j .- ,,
NONCONFORMANCE REPORT '' "
rot =ro,,A,.T NO. iE ,
'g"4 (
.. ,RO,E c T NO.
_speeJ0-M-201 !6 7220
, ,. R E,O R T E D . .
DATE ...O....
3 STEM DESCR#rTION 8 GT EM LOC Af TON //1TT) M !I h /6 f6 " --" l..T .O N c O N c o ,, R E N C j " " ' l *p
.26". cont R AL N.M.ef13dirapperLMne sasse Road FO 3 DATE ER
...T.........MNo. R V,_
/,r Ey .L Az __M ;.. E @.[....fE N T .A R T tdO.e))/ . -e VAL 6-29-60A[/ A-marqs.O-1 thrx2s _UlA ........ . . ....
9 PURC N A SE OR DE fi NO. U/A i .
2_20-M10!;A-AC
- 10. QC F 4ELO 9NSPECTtOM PL pc .
J.. c_O N T R A c T O R, LOC A T,0 N.I R -R_fgf -]_Z.b. . AsME lT E 9 6_ R EPL A CE ME NT SE R 4 AL NO. . .x,.y,/f I
g / .34, . Y, .... . , .
- 3 */ ' # (*
- N/A *"*
g vEs .,. OuREE .
't ,,,,,J,e r"',*g'-,7,,,
A*{'g "{;'g~*/ gj,Mc. g ITP Grinnell. Kernersville M,::. p/7 0,
~~
.'T E M OO Supplier fS. ROUT % uCTtONSs itOUTE T O F4E LD ENGtNCE R8NG
.n t, as ROUTE T O M A1 ERf AL $UPERVISOR s t. NONCONFORMING CONDef SON!
(1) FIM G-5. Rev. D. Para. 3.3.h states in part: "A preliminary inspection shall be efbrmed by the OCE at the time of unicading 'to identify damage that may have occurred during loading or chipmat." (M M/3 7220-MJohA. Rev. 5, Para. 3 states in part:
" Form G-321-D shall be used and submitted in ecard tnen_yith itcm._Q_and D_given on the form.
Specification paracraphs references on Form G-321-D are to
_ snecification 7220-M-201 unless otherwise not'ed."
a.. b;eittoois" 5"' N Or'r'o accoMMcNoArsON/aOUTE TO enOaECT ENci EER.NG Cont. utt 2
. . r.E Lo o.s,0s.T.ON R E suLTs.
Iten 1 - Coating 7, tirapping damace trill be repaired and tested in the field in accordance tiith Spec. 7220-G-8 at the time of installation. rha__ MMA%gd
. *W [h-a)# W ' /M/1[b.- ~ f-21-7/.
Ilen 2 - 11aterial wfeitiet 2@erviser riill secure required documentation.
- 22. E NG eNEE R ING DISPOSITION
' ~7'I
- 23. ENGINEERING OfSPOStT40N RESULTS:
/' a m# s X I
/ //7#4< .
/ -j f- h h/. N
\
( of #JD 8
x - 6 -z 9-x /
0 NO Oves. sEE a11AcNEo.
DCN
. ' . " . ' . ' . ' ' ' " " ^ ' ' "n".'''''~' ' ' ' ' ' ' ' ' " " 'M"O d
@-NQ SPEC. yt t v.
A D D. ..i..E...............
lw _
1 )- 1*
IS394 3 ....
~
White Copy - Originator Cenery Copy Q G-G 3-2
- Field Eneineer
, Pink Copy - PQAE Goldenrod Copy - OC
\ r*
Y3 6 5 4 :
s c a ~ c-4 o l i o o l a
p o p a p c
a s a a g s i
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2 '8 1 l 1
2 o o f H 2 1 1 1 1 e
- 0 3 20 r_ 6 h o 6 6_ 6- t r
- 6 6 w 2- 63 06_ r r ig 0 0 o
=
c 6 7 7 116_
6, 6 f 5 E n
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a r 1 0 o 10 l 2 geR le iOC FPQ i F F F1_ a T T_ T I
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t.
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g i O - .
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N p d e -
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N a i c s r e n w c i d
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n t i e o
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..(1
~ NONCONFORMANCE REPORT '
'. 3. O R AWING /P A R T NO.
3 ME V, Or 3 "' ~EI7 ~
T. PROJECT NO. 32.NEPORTED # t DATE Spec. 7220,-hj-201 l6 7220 ( gh'
- 25. DISPOSIT TON CONCuM R E NCE '
I
, Pipe Fittings t
DATE ^
Sasse Road
.. R c rc.ccue T ,c..TdNO./f'7/-?'f @[ fh/d
.. <Rias.Nou.cn $ /,
.. .T . . T u v s Tc = N O. ,
- 7. 7.7 G WO 3344 N/A
...............z... w.
.. eu.cN a se OaGr NO.
N/A 3' n a v.
i
... O c . .c oa .N s,6 c T.O N ri. N NO.
yj u' y, .. ...
r._
7220-M-104A-AC . .. acetacc=cNT se niai. NO. .
IR /R- 1.00 - 120 N/A . ..y og / - 7. ../ ..
.. cO N T =.c10nfoOc T.ON 4 . . . . . -
i... sue gT. .,..Ou ce D g,-
ITT Grinnell, Kernersville, NC ,,,"' o ;.0
,Supplie r , , ,-
-... b 'l D....%
$ 4. NOuTING $NSTMuCTIONS:
ROUTE TO F sELD LNGsN EERING O aOuTr TO maTcN..t so,cavisOn -
5 9. NON PONFO RMING CONDITf0Ns fli Form G- 32-1-.-D remdi m s yuality-dovuinuututivu Lu Lu oubiuitiud imihu jubsite.
Gent-ra-ev-to-the-abover-the-documentation-pachere ha s not-been-received -k-M-%@pgNb
_(2) Specification 7220-M-201, Rev. 6, Pa ra. 6.6.1, Section b. states: "A metal cap shall be placed over each
_ opening and sealed to the pipe with at least 3 passes of sealing tape. "
Contrary to the above. lea 26" 45 ELL did not have a cap on either end.
(3)
- 29. Snecification QFICLD DISPOSeTION 7220-M-201. Rev. 6, Pa ra. 6.6.3 states in part:" Carbon steel flanges shall be scaled with OrictD acco="cNoa TioniaOuTe TO caussc7 rNOiNccR.NG mi.riato Discos TION assutTsr Item #1: Rottte HCR to Procurement _ Procurement Supervisor to obtain documentation Item #2: 450 ELL shall be visually inspected. If cleaning is required it shall be . I:7 4 cvap.L.R p ntti.
SE Ac H 3 ctmA m-)-75
'done in accordance with M-204 para 6.5.2. Field shell install suitable end covers to prevent internal contamination. egggqm ,, $J{d-h y TfL. J.z.-$ oph e.1. L(7 g .
Item #3: ~ Flanges shall be visually inspected and' cleaned, if required, (continued L 'e
- 22. ENGINEERING DgSPOSOYION f,beh 2. c ' /hS/$cd. y_g.7, 2 3. ENGINEERING DISPOSIT #ON RE5uLTS:
- 24. 85 DESIGN CN ANGC REQulRf D ONO -2 J C D M ATERI AL WSNSWsON O .- = .. wm. . c OTr.sez'aTTacN D. ~"
N'D DR AWING s t v. OCN t -
g
_S 9 C C.
t0094 t R E V* A o o- ~. ...............
M..P. .
White Copy - Originator G C G a-1 Cane y Copy - Fleid Eng8n.or Pink Copy - POAE Goldenrod Copy - OC
4 .
NONCONFORMANCE REPORT (CONT *D') .. caoe 2 _ orb
= - .
. . e. c ..__ 4 47_
nlock 19_ continued-metal or non-metallic disc bolted to the flange. "
Contrary to the ab_ove; all 12 of the 24" flange covers were not bolted to the flanges and the flange covers a r_e all_b_r_oken.
___L4 )
Sp_ecification 7220-M-201., . Rey. 6. Para._ 6.6.6 states: "All external surfaces of carbon steel piping assemblics except machined surfaces shall be given one shop coat of primer after ends have been scaled. "
Contrary to the above, none of the 20ea 26" 45 EL_L's have been coated.
_Nonc onform anc e salot ed_ durin g _ rc ceip t_ ins p c ciio n ._Q- Li s L/14 192 - _h._ Hold _T.ags_ applied.
BLOCK _20_CONTIlluED Ih_scror_dao_ce with M-20_4_ para 6.5.2. Field shall install covers to protect flange faces during handling.
Ltern_#4: This in not.a_non-conforming._ con _di_tior ae_ Refer to BEBC-843. Fittings are_t,o be coa. ed and wrapped in field in accordance with specification G-8 at time of installation. g e j f g g y-g-pg" 1, 3 ]~$ ?k s
t oe t s-a White Copy -. Originator
-- Canary Copy - Field Engineer Pink Copy - PQAE Goldenrod Copy - OC e O @
B"chtel A.ssociak.o Professional Corporah 4.c:. ,1 . ,. , . . .. . -
.g ln!.r-office Memorandum ECDC-S43 c.s *
.) T3 J. F. !!awg?n D ate October 7, 1975 subiect !!idland Plant Unita 1 & 2 rrom R. L. Castleberry Job !!o. 7220 Service Water Uaderground Piping - or Engincaring 26", '6", 20". 10" and 8" ,
copies to File: 0274 -
At Ann Arbor Distribution '
This confirns our. understanding of the Construction departuent agreement to methods of pipe fabrication, field welds, field coating, rnd wrapping of the 26" service water underground piping. We have pro-ceeded on this basis and so advised Grinnell.
- 1. Proc 2re 26" double random length pipe-mill coated and wrapped and direct-sh'ip to the site, protected with c.nd caps as requested by field.
- 2.- Procure bare fittings as required and ship to site protected with end caps as requested by field. ~
- 3. Field vill cake field velds and clean, coat and wrap, including bare fittings and all uncoated areas. An exacple is: two long runs of piping with one 90 degree or 45 degree fitting in the raiddle.
Crinnell vould ship fittings loose and barc - field vill vald as required, and both fitting and field velds would receive field cleaning, coating rind wrapping.
- 4. Engineering vill indicate to Grinnell, the 8" and 10" piping which is to be shop fabricated. Field prefers that as much as possible of the 8" and 10" piping be shop fabricated.
WLtd2b' R. L. Castleber~v Q LEH/lln y
Distribution:
M. Rothwell *n K. Pulito U. Olson W. Jones S L. Housel A.. Horner B. Klein L. Sokol e I A. Bru=zo D. Panoff S
- T. Vanvick T. Troutman u
- b r
NONCONFORMANCE REPOilT M. .
"'""~
i is.a m,.FA =vvo.
^ * * *b 7
..' "o.s o s. . 454 .o
- ;i.i s U no,scr No. -
or ,.le 0/F1 7220
. r. .
.,co . y c a c u a 6 c c 7220-M -_16 6
/ ?9 h'.yoar.y, -p* j-s stre.e oescairrsoN 26" Coated Pipe (Yard) e arcu Locar.oM Combination Shop is r;u'oa rco av .,
',qi.,' <,3j w( {y, - l6-2 4%. y 3
onrc "l-s- { -l ~
e, sensas Nuuns.:
- e. sv anyup s ysv r u .so. -
ss,martacs.4sNTrant
@'1{;.7, M.- ( zy. /c
..en m s.==..===3/
N/A **
s0E,ucNasa BC-onor.
15 F,No.OIIBC-16
. . . o c r .c to .N ser c , .oM . . N ..
'/ N/A f' nav. ,,,,,,
7220-M- 104A - AC M-204-2-166 Rev. O . .. o n. a ca o s N , se..mi.
N/A u u Z-/ - 7 6 M,,,,
/ ...f y,g_l.,J...... .,f
.. coNra c ronn.oca,.oM , ,
g was M,f)N' N/A -
... s-c
.,ru O~~~No
.,.sou cc Construction i
3,],,[
- #~
.. nour.Ni.Ns enuc r.oNsi gourt ro v.ci.o eNoiNeca.No o nou r s to war ra.a t sure-v.soa 9 9. NoNC Nron MtNG CoNo#T eon:
usine a steel indentation stamp with a round nose or interrupted dot reference die, Markings Specification _and_t.r_ansfer_of_
7220-M-204, He
_P_a_r_a.plapJi_4_._M.
.C.ontr ary_t o_th e_ab ove,_during_ fabrication _and_cu t. ting;Lthe_2L6 " yaripiping,__gt amploth e r t h a n th e r eou i r e d
_r_onnd nose 01mt_qrrup _e_d_ t dot._d_1.e_s__were used and noted after fabrication and QC acceptance.
O- List 114.192. Nine QC Hold Tags applied.
- U/ 't 'o o'5 ao 5"'o = Orar'o acco===~oa rio .iaours to raasect < No.Ner a.No a . risto o.seositio assui.rsi l'1.ece_LQ,_flumbqrs shall be imprinted 6" or more laterally from nonconformino inprint -
dt mL/y/.
Rnund nose nr interrupted dies shall be used. fion-conformino impressions then to be emoved /fp y # DE- A-P;<T-by orindino. liininum wall thickness.of .3]J__ioch shall be maintained. Completed Ground surfaCot 4111 he_11ye_chnelnd for_any_Crackipn f rnm r.emavad_imn rne t innt -
W #c N x -
k.O'$ $ D*- 7 ~/ (, -
i-25 .2
- 22. ENG.NcE RING tJesPoseTsoM
<-H- k J?' b 6 -2 9 ~76 a s. ENGtNE EM8NG o.sPostTioN RESULTs:
~e
. ra. es ocs.c N CH ANGc Ncou.Hco ONo '*"'"^'*"'a'a'5***o" "'~"*'**-" r- '
O ves.sec arracNeo. "~" ~eaccageTfa -
e ** %>~ 7/
.'yQ*"1
...,,.... i -
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O. RECORD CONTROL FIELD INSPECTION REPORT D I CONTROLf;O.
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- 1. PROJECT NO. ( 7.OATE '
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- 9. RESULTS OF INSPECTION: S ATISF ACTORY b' UN TISFACTORY 3
- 10. ACTION TAKEN IF UNSATISFACTORY A
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( ,! NONDESTRUCTIVE EfAMINATION REPORT
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ex. h-11Lg3-JS-y2 1-61g,3 33 pev. 1 26-OHE0-15-H6 _E _ILD31 0-fl9-h-2 Rev._2 R-IFdA0 __lPJ_.Dir.chnac_Qrder__7220-lf-lO6!.C,_Rev. 2,_Itenl_staten in_part- "Pru-tn lists _requir~1 chn11 centni:t_the r.a c.: - and number and_ or_cvgry_ identify each part." par _t_for__the._cquipment_nrid_its_nu':lliertec_inchtlinc _ drnvirce: fn r.u rricient.detait +, 1 +'+ te _- the treccabic docuacnt. Contrary _to_ the above, the G-321-D for this shipment _CferJters the peckinnlint e rollo3hlintc<1 hanger _ pipe rupp2rt nacenblicc:(n) the packintt lint doen not nme vith tbc < . Packinc Idct Dvcr a nt_vith __P_d.CS..Refgrentsec d I!wccr_13tcMr Unaccr_ n'ippira_fW" Chippenk-- s _2-AL7:6-lS__licy. 1 nm. 9 2-617-9-5 Rev. 1 1"-PH % 12h-Hy- v-! E 4 Pa Rev. 2 18-2IIT/',_131-R4 2-611-7-2 Rev. 3 Fev. 4 E-ILD01 l-613-6-23 Fev. O 12-20C3225-1119 E-lE-092 nev. 1 _ 6-1F__C_B-21-TO. n-611 6-9h pm 9 N G 3's-nov_3 A-mn,21 no _1_510-4-7___tx.J. Ecy. 2 N E-a37 10-1F"B-lh _H7 ?-IC '170 1 . t0093 3 - WhM Copy --
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Purchese Order 722')-M-136A0 Rev. 2, Documentation submittel, Para. 2. ctates 'in part-422;racnts .nrkci Yee "t 11_ enri nee rir.r__ _ D' ach,m_5_ require appmvnl_ prior _.',0 cc:=necment_ of _fabricatien. ' Ecn*nr;; in the nhnt- ,
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.j NONCONFORMANCE REPORT- ""
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- 1. D R AWING /P A R T NO. , 4 61 RE Y. T. PROJECT NO. 9 2. REPO RTE D e v #
{ D ATE /, AS. DISPOSIT ION CONCU R R E NC E
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- 5. PURCH ASE ORDE rp NO.
5 0. GC F 4E LD IN $PECYaON PL A N NO.
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8 6. REPLACEMEN T IpE R G AL NO. __'l22%f1-l')fAC Hev. 2 TR/R-1.03-147 ~*""**"'*****'"*
- 4. CONT R ACTOR / LOC A TION 9 5. A5ME 11/). "'"
Q VES 97. SOURCE CODE T'i'? Gylang]A _Vorran. Ohio iT E M OO - Supgigy
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8 8. ROUT 4MG SN STRUCT90NSs Q ROUTE TO Ff ELD ENG4NEERINf1 Q ROUTE TO M AT ERI AL SUPE RVISOR 8 9. NONCONS ORMING CONDOTIONs (1)_ntrchann o rdnT- FPO-11-loam nov. 9 Dava 2,_.ntat~ - "117 d n nP ~s t r- n'vhd 45
< min-n 5 of Pom C-321-D rT .ct be subcLtted for._D4ycr_.cppmYP1. Th0.GR._.CrglDC2r1DC docurygrtto_ mrkeft YeJLin_.cqltL,q_
__5 requirq_npprovnl Prior to comCDecnent of fJtbriention." Contrnry to the obove. the Otality Docu ontation for the following_h-.nnero rhow that thev vere fabriented to hanger sketches that had a Eochtel cnproval Level h
'31ot apprnved-correct nna renuhmi.tt." ' '
20 Q PtCLD DISPOSITION QFlELD RECOMMENismisCN/ ROUTE TO PROJECT ENGINEER 8NG Cont. v7 2
- 29. F4 ELD DISPOSITIOro RESULTSa 2 2. E NG IN EE R ING DISPOSITION
- 23. ENGINE E RING DeSPOSITION RESULTSe I
- 24,4$ DESIGN CH ANGE stCOUaRED -
O NO * * * " " * " " " " * * " ~~"~~ D.ca.. O vEs. EE ATT ACNED. , , . . . . . DR A WING REVe DCN ... ... ..,. SPEC. avt.e-.es. en...s,.. R E v. A D D. , I eo e s.I
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e o . NONCONFORMANCE REPORT (CON O) . . ca c e2._o P-._. ...=c==o_ 461 _ R1osh 10 cont. _ Ranger ?2G ' Drnvint: Shop Order _ 8-2GCD-15-H9 2 613-h-9 Rev. 1 E-;E-olg
'h-2HCB-21-H3 2-613-h-26 Rev. 1 E-E-013 (2) Purchase Order 7223-4106AC, Rev. 2 Iter 1 stntes in part:
' Parts lists required chnll contain the naw nnd
_ppber of ev_cyy_part nnd identify ench nart."for__th_q._cJP11Pl: tent _cn:1__Jto auxiliarien_ingluding_i r_n_Hincn in suffi_qien_t_d l i Contrn_ry_to the above. the ant king lint does not agree vith the drnvingn nent _ s tith _.t.he chip';_te.nt on the Tal_lowinn 11-ted hanger pipe support _ nccc iblict. _ . thr' pocPdng_Lict no the _t.nyJ' ahlq_ilognagnt. The__C_.321-D for thir nhhent referencen , Packing List Dvns Referenced Dwns Sent Hanger No. Hanner Uith Shiptaent Shipping Order 2-613-4-23 Rev. 2 Rev. k 12-2HCB-5-H5 E-?E ')l3 2-613-4-12 Rev. 1 Rev. 2 0-2GCB-15-H12 " 2-613.-4-1h Rev. 1 - Rev. 2 " 6-2GCB-15-Hlh
, 2-613-4-16 Rev. 1 Rev. 2 "
6-2ccB-18-HT 2-613-h-17 Rev. 1 Rev. 2 6-2 GOB-18-H8 " 2-613-4-21 Rev. 1 Rev. 2 " 12-2HCB-5-H3 2-613-h-24 Rev. 1 Rev. 2 h-2HCD-21-H1 " l-619-6-21 Rev. 1 Rev. 2 la-1HBc-loo-H7 E-E-317 84, t hs
. Nonconformance nated during_ receipt inspection. '
'Q' numbers are h.131 & 4.191. 10 Hopi tegs_qnnlied.
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NONCONFORMANCE REPORT
- 1. Project flarne Job No. 19. 20.
deid1?-Id No. Page l of 'I
- 2. Unit (s) 3. Drawing /Pm a.Wo.
JE flev
- 4. Itren Desceiptiori 5. Isem Location I]/_A 7223/C-223 7 Rainforcindtsel G. P.O. Or Spec No._ 7. Serial No. 8. fleplacernent Part fm,__31:ig, _
,g, 9. Source 10. Contra.: tor / Supplier N/A
- 11. Inspectios . Criteria
_N/A r/ " Nfk,"c. i a v,M4"o. ._E/_A Asuc AUTHOR'2 ED Construction N/A
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i3 McTCH ATTACHEo 14. Discovered During 15. Equip furnished Dy _ _MO,wC QSPEC Oo7 wen ao. O '# M' 'U " O 'v Es" " ~ D 7a'o "
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Nonconforming Condition: OnEC:o Ocon57 O T Esv. OCostaT Ocuo OP M 24 Disposition Concurrence REWORM REJECT HEPAGR USE AS 8S Rev. 71 states that - Dovels are to be urovide_d to cpMne vitlt_YerticALfura_if' .>c mare thp.n_ pat Jlchqr in cut. Contrary to thq.nbnyc a t ^ h' t'El i nui ng_.inan ti nnn [_d__ u _ _ PROJ ECT FIELO CH ~ 0 NEE R C h_ more than ene re' car was cut and nonc were replaced: ( EO E N GIr)E t, D A T E., WPR M T[1CONSm TH c QCL_EN f reEEH 7-3 DATE AUTHORIZED 0NSPECTOR DATE Cont. pg 2 , - . si. _ _ Reported DV Date 18. , Validated By Date
, , 25. Disposition flesults f Ts gf e ? !Y$l n$ ~7 f 8 f"> '.' kl. 0])l,40* '
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- 21. fiduling O TO F8 ELO EN GIN EEHf'N O # ~O'T'H E RS ($PECI F Y )
Q Tp/ WWE Y /$ o7&v R QFicld En incering Dispositeon OF'c'o cao'a cca'No a cco"a ca oc o o'5"o5'T'o" Ta rao'cc7 cao'ac ca'"o For each of the locations above,_ Revork an Pollovc: Replace the Dars yhtth interfere with structurni members as required by the Typical Bean Pocket detail chovn on Drc'.:in6 7223/C-223. Drill 21/2" diameter holes and cet roulacement Eara vith non-Shrink Grout as recommended by the crcut. manufacturer.
- 23. Project Engineering Disposition 4:V Lg ,h lu.
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2G. OC Acceptance OC ENGINEER
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AUTHORIZED eNSPECTOR w -s
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NONCONFORMANCE REPORT (CONT D) ..cacc 2 o, _4_ to..co..462 _ Block l LCont.
- 1) At the Pilaster located at D-5.6,_ Elevation 631'6" 6 2 ,/11 Vertical Ihrs were cut to allo !. ,
the Lvdallation_of_LS.trucrital_Memh2r_ani_nnLr.cals;td .
- 2) AtthePilneterlocatedatD-7.b, Elevation 6%'6":
14 Jll Vertical __ Bars were cu_tAallow he Installation of tra Structural Mc_mbers and not_repl_ aged. _3)___h_the_Ican Io.ckellocat.e.d_along. "7 B" line yn11_ll.'.3" nonth of "R" line .
,_Eleration_634 6"_.2 2 111 Vertical Bars were cut to allow the Installation of a Stiactural Member and not replaced .
-. I tems_o n _h_old_ p_e nfilD g_f_ip a]_di s p_ositi on .
"Q." Jfo . _L 203 :7 llold Tags Applied.
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- 1. Project Name Job No. .
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- 19. 20.
j?alCg gc', . _ 'K;Q No- ' !' Page 2 of I
- 2. Unit (s) 3. Drawing /Part No.- Rev 4. Item Description ,
, 5. Item Location
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G. P.O. Or P-No. 7. Serial No. 8. Replacement Part
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- 10. Contractor / Supplier 72?]-Ifjl EMM * .P/ N M R CV. ' N O. ,. Qgj Qp p 1.. <
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- 11. Inspection Criteria , , n o,, - % ).no 11r . 12. AsME AuTNORezED
,tm i s.- sI< ETCH ATTACH ED 14. Discovered During 15. Equip Furnished By .
OOwe QsecC DoTHER rJO. S" O vEs INSPECTION R E Q:D ONO g* g*
- 16. Nonconforming Condition: -
DaEC:G OCONsv O TEsr DC'iENT OENG Or'D
- 24. Disposition Concurrence Sa.ee, 72M-M 8:1 (Q) Rev. 4 7:.otrmdiens f.r 'Prcesrlwr C Gl.-D -
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. .s 1/. Reported By ' D.ite . , . 18. . , Date . -
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( NONCONFORMANCE REPORT -
- 1. Project Name Job No. 19, 20.
Hidland ihmkar Picat 7220 No, y Page l _ of i 2 Unit (s) 3. Drawing /Part No. Retr 4. Itern Description 5. Item Location Cocoa i!/A 1/A Com9. rt r - Strea-th_.Preelto Tc..t L6
- 6. .P.O..Or Spec No. 7. Serial No. 8. Replaceme.it Part S., sco 3,, 10. Contractor / Supplier C-248. Pov. 6 H/A "/" Bl.a REV NO. __U/A Subcentractor Chaopione Inc.
- 11. Inspection Criteria SC/1.05- .! AsME AuTNonizEo
.N N o, i n. i s. sxETcN ATTAcNEo 14. D,scoeered nuring is. cquip rurnished er DowG OsPEC DoTNEa N O. 7M0- M fl3. Pav- t O 'v"E s'** W '" NO Q v ES O" DaEC:G OcONsT O TEsr Oc'iENT DENG Or' 1 G. Nonconforming Condition: .
,, 24. D.sposition Concurrence nEwoan n EJECT nEPale l usE As Is comri tn rcJecrf en chn11 bn in secordance vith parc rah 41,3. A.C.I. Standard 318." e Pcrsnreph 4.3.3 of A.C.I. Standard 318 States, "Ths ctrength icvel of the concretc vill be considered antisfactory 1r. the averagon of all actu of three consecutive PHOJECT FR E LL E N GINE ER DATE
, ,. 'strengt.h cent resalto equal or execed the required fe' nnd no individual stren;LL test recult falls belou the required fe' by tore then 500 nr.i." "" '" "" ""'"";' "'"
, contrary to the AuTHORIZ ED INsPEC TOH DATE n'wm tr- cverain ntresseth te<it renults for ev11nder nets 322.324 and 856 in SMO nsi Reported Uy Date 18, Validated By ,. Date 25. Osspoution Results py Q 1~l$ .' h =9$$' W 7 =/ G ]f:
- 21. Routing O TO FIELD EF<@8NEERING Q TO,OTHENS (SPECIFY)
- 22. OField Engineering Disposition DFIEL.D ENG8NEERONG HECOMMENDED DISPOSITION TO PROJECT ENGSNEERING 0
- 23. Project Engineering Disposition
, , ( .
, , . .- 2G. QC Acceptance ,
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AUTHORIZED INSPECTOR . { ., , **
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, DLOCR 16 Coittintted
_ NONCONFORMANCE REPOHT (COMTD) s . c a o . 2____o r_1. ,s..c. ..._ 4 6 5 n These cylinder acts are :o'secutivo strennth resolts for the n-2 concrcre desirm etv- Tn, re' rnr run r > nu-in 6000 psi (see attached concreto cylinder compressive ntrenrth forn). It chould be no_lejl_that cor; anion fiM d cylinder sets were c.tst for not 822 and G56. The respective con,,ressive strengths verc 7090 for act 623F m.d
' 6120 for set 857F (See at_tached concrete cylinder compresnive ntrennth foru). It should be noted, however, that the initial cure tenperaturEicylinder set 823F was SSO F-64 F.
initial cure temperature of 600F to C0 F. Q-List in 1.105. HoSpecification 7220-C-208, nev. 6, Para. 7.3.2 requires cu IIold Taga Attached. White Copy - Orielnetor * *"
-m- Canary Copy - Flew Eng6neer
' Pink Copy --PGAE Goldenrod copy - OC 4% .
, s a. BeChiel POWGT C 9'
- 3. . .,
+ .} * ; JOB 7220 MIDLANC ,.! Client:
T- CONCRETE CYLlHDER COMPR
, CCNCRETE CLA" b -
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7 DAY cot / PRE 551VE STRENGTH DATA CYLINDER i C. ! l
. /, CYL!t:CER NC. 2 l
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^ -
, RANGE AVERAGE 28 DAY COMPRESSIVE STREtJGTH DATA
.-- CYLINDER t;C. I L{ $ T O L{'7 L{ 0 L1L{ Ll0 1-{ L{ } O Lj '),l C CYLit4 DER !!C. 2 4950 4300 So L10 L{ 7 4 D Lj l Ll0
, CYLit: DER NC. 3 RANGE l '
9h AVERAGE _ _ L{ggIL{~](.] {l 4 3 '70 l L{ 67 6, L{ n 6 l t/CV!NG rat:GE ' l l
. uCVit;G AVERAGE
( l 4 ~)C C 4 6 '8 0 4 'f 7 t) l 90 DAY COMPRESSIVE STRENGTH DATA CYLINDER t:C.1 (,; '5 7 C '15c{).O g 7)o $%0/D o t'. A vT u @ 4f s. CYLit: DER NC. 2 b3 3C (ol10 ' 5$ 50 yq60 \ ] ')M -)(, Dji2*g._ CYLINDER NC. 3 rat 4GE b -
' AVERAGE bN1I bO!O '
VCVit:G RANGE S - aviNG AvEReGE go y i%g' y
s o - NONCONFORMANCE REPORT
- 2. D R A WBNG/F A R T NO. a REV. T. PROJE CT NO. 3 3, f RTKO SY
'''4 Or "'"*""' 466 nn~ 1'n A hW% ~7b ,
DATE 35. Ot% POSIT ION CONCURRE NCE
- 3. e r E rNe,_sC R eeT eon T223 NY)E Y$
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- 4. SE RG A L NUM pt' et
- 9. ST AR TUP SYST EM NO l m fkJ%dt' d N~ - % M 7 l-
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e s. _ ri,,4 r,,, g gg= _-411 n . i!p Rout,No eNSTMUCTtoNS: . _.T E u O_ a , Sanu11er g ROUTE 10 t IELo E NGINEER 6NG O RouvE 'o =a tea' A'surEavisoR 99 NONCOMP OWMING CONDITION: . Sy n ,_M-RQl._Rev. 6. Para. 6.6,8 ctates: " Pipe and fittings chall be adequately blocked,
,~,,,,a__, - c h r_.m_. r ,- _. k n 3 1 i_ n u-'e i + 4 nr' th" img.dnipynt gna the- -kn11 br- fu r th <-v n
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- L P ( P c : s. Ic.s 5 A 3 n p -s: - l l
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- , a.iT PENETH e.747 (PTI l / h PALUTWG CU C L S T A F.* P
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- s. . ,
. s . . ... s . . .: ..s \,, - # *".) * ' -Q */ o . . . . . . u . ,. . , BEVEL ENDS .t. ., . . .a - STAIN! ESS STEEf. . -~ UC1 . LA S S -. 9-- QQ # INE SPCC. 6 ' APP. CODE - No. R EQ > R A OlOG~t A PHY (RT ,r [ SPCCIAL MARKING PREHEAT, CERT.or COf 4 PLI A NC Eh M A'!. PAUTICLE tMT( /SPECIAL CLPAtdlf;G 6 '* HCAT TRFAT 'h,.,,,m / JQ PCNETHANT gP MILL TCST. R EPORTS lL- / l PAINTING COOC STAMP /~ OATA RCPORTS l [.."'"" *'~ d e. b M EO M Tt'.- [ H QOO9 p,wG~FS<b50 N ( ES-II.,NI- IN cr.cavec nom \ ? h% B b/encSs.15.bsi. tex r y 2 h w T:. 2 4 6 1.oS. cmrtR MP - A i ~ 3E T < e u x.W.MWM.i STx.9)O. MP 31 l 'O o ./ / ITT octancil Ind6mrial Piping Inc. KEI114CIGVil.' C.14. C. ~ j <) / * * (h ti C-ljitW'N 8d' 0 CllK'l) 5hMr'- ," .??X1(G l'C'l.'Mt CD,.Wyfy bill;V- SNIU ?? CIIK'O - SY (=' ) f,3I'dD; 53%~!MTi ltnv. Cl!K'u . /)TT/)C/W<% /T C - nuv. CutcD \ 466 6# --- g IV/(' ~ 4 of 4 1 + .s 18 ' w . Aph?of , p,ps t w vx O O JH'T . -+ '3 5 ' _ o_ _"_ e,. i, ,, IA 4" \ .., e b t '\A _ Y.<_.h. , p'i sh c . n 7 q._ '. '$'.h .s . g= Ws (fQ [_ / f PIPE t s.tes, sA376 oR 5A 5 t2. , TP-304 371f Bevt.4 End - S/S ,' ASS I N h.
- O b8 s .: , ./ LINE SPCC INCb _
APP. CODE A b /^ E SC#Ca'b1NO. REQ'D I tdio::r.tphy (ItT) / 'Special Marking Prelwat . Ccrt.of Compliarce .: l tiric (MT) 'S;x.cial Cleanin g c,# 'lles t Tical /M ~ Mit! Test Reports M ! . . r !n,t,1tilJ. '_ / I'..!atig . _C 3 .fc Starno l / ligneports. ! NsTnn .6SdG.T tt "Rlc "- _f;JLN Sur'y vAit SPECS. F S- 3S o N ' 55 - /( U ~ /9 y, Ijnw c, , * - M1 T/I '3 Ni b PH ESS. /NO PSI. TEMP. /
- F. WT. /s 7 U;S-
- ClulAlth /$b_-ld.-3 '0> l 2 b. \
2 REGISTER = lb P ~ b b~ I - \ 1 --- e ?e [ s* _ _ng,.g*.f/ %W._. - NONCONFORMANCE REPORT _'"^*** * '.aud* --c--c.--#-----=-,.-- 2.O*4wsNC PA'tTt.O. i .s R E V. --m.- P. PF* O J E C T NO. 2- m _- - Or. -t 4bi -~ r-ATE D Cyn. 7223-::- W .T. .,. . ...,0 _l@ 7223 };bh{CD. kn
- 12. Ga r PO N T i
tJ-8,$ 2 9. th e s.aOS I T EON CO NC U N ft t fu C C P4.oa S m.21 . .. _ O - C," Eclel .O ..s 0 , . . . . . . .. T.. . '~~ f~rW-f'=' Rv; - - - _ -
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- 84. OC F8 E LD 9N SPE C f.ON PL A N SeG. 34 E E PL A C EME N T OCHI A L #eO. ....
'722LL134A-Al. l.%11-LDhl6h _ J 1s ***'""**'"'~**
- s. CON a n ACTOre/LeC A v EON _
/ ""' s e. AtuC _-Q vcs e s. sourecC --, T- n n-n.,1 1 - ;; .mea rn.s41 s .1..e N. _;. Coo, ..c= 0O ... ............. . .... e s seouf eNG eNLTHUC O 4 Jf4%: - . Sunulier --- Q ROU T C T O F af LD E NG.N EE SS ED.G O '<o u ? ' ' O rd a ' ir a 'a ' su-* ** v 'so a . .. c N C O .. r O n u s,,o C 2,.o. . .O N , IMy_1.nnell_ e.purwH s nol 9.c t< h lilic-123-G616-8-2 rc-ouires that a vcati:ri be ins 211cd N w ol prme . Nr- rey fo thn_qhreJher.g._tfas_not_._a vert urf *rLib_e_sp;ol n!ege. I'.9%c.nferf:gy.' r@d "n'".zt.:ni2t i aGB tior' . "QEER_. h .1MI . l__ II.n.l',l_tru' s rinu11.e l.,__ 2e Q rartet n%POLeTeoM Q S tt LO e.E cot.tME NO A T se3P.,9.OU f L TO PeeOJEC F L F4 C 888' E FTING _ _ _ . _ . _ _ . _ . _ _ . __ 2 6. Fs6LU De% POL 6T toes Nf EULTSa . v.ite this I:CR to Pro, Ject Encincering for_ Disposition. Reference ICff from J. F. He .' gen to R. L. Castleberry dated 7-21-76 ECBE-864. /_, f 'le% -71 P' < 'I z-2/-7/! ,-w s -
- 22. E NGtPd E E R ievG D e$PO3 t F #ON 2 3. E NG eN E E 59 8NG Uf 5POttT 50 N R E SULTSt s
e , e 2 n es DCseGN CN ANGC fer.Q'JIMf'O O O- ' **''""""'"'" ***"***'" ** ****"'^**** O vrs. rc 4YrACNaD. .. .... D.e... UI AW9Na pe C V. OCN ..e... .... gPgc p r v. , - m.t.o.eae.e...eeve. ~ A D D. _- ,.,. e se , o.s -< WhheCopy - Originator . Canary Copy Q C4s 3-a Field Eregineer . Pink Copy - POAE .. . *. Cokseneed copy - OC * '* .g ', , . 7*
- ef g .
ach 46/ At.tachment Pane i: o: 3 ~ . BeChtei powercornomtim s lateroiticc Memerciidum 4 R. L. Cat:blebe: rf "
- "bt 3. ' "'N sueret ich 7:J :"tdlami crojec t
- p. O. 7?.'20-V.-10'l/t nom - . 7. L ': a Venturi Installat. ion c-30n2-806 Cr. C n to ' ion coo.cs 'n..
; R. Ihracaton - "i. O n:v1, ::. .hi::.,4 Referonec: A:m Ari:or :'ceting i'ot:n ::o. bb? To date we have receive.1 threc (3) pit;c 0p0033 c: ' i L' ihG T' P'? the inctallation of Specification 7220-H-201 a venturi in each to co:cile c t>.c rac1 c;c "4 - Tragraph 2.h etc.tc.: 3.at m'::: l':cluO ' l' the scope of the pipe fabricator's contract ir f.be "i niallatica only of wclded type flo'.r nozzle: -instrutacnt piping connecting tan :anl the as ceinted prir.' 7 ncasuring devices". c'nd orifice flanc' for ficu Paragraph 6.3 5 of the enue cPcif.k' Lion states, "all veldcd-in type no::les che.11 he inaiaD cd wder.ti ' supervicion of a vcpresentative of the flou non 1c ranafrcture m? .in exact accordance with the = nufacturar! r.7ec; cra? . 'ona ".
- l. Ann Arbor meetin'. note: I'o. hh9 parrCrar.h A.:' she00n- "
- x.ntifacturer bra noi. Yet 'acen deter.r.ined by .'cchtcl.'.up?ne c Orcolo W 2i i '
for clipment to the venturi mnufacturcr chor31 '.?c c :n: ;.o. idi . ' ' .!' Ecchtel to confim by T.1:'". . -4 7220-M-201 paracciah 2.4 andThis 6.3 5isabove. in conftich u.'ta ar3cific 104 In light of the aborc problea the field requeci: to t:Ac action on the follo:."inG: Pro.iret Facin~ rin." 1. A venturi po:sible. :nnufc.cturer muut be actenin~J n acen The venturi spools are located in zinus 1 hm all the other spools in titat lino a"e en .n'm. ' spool it; preventing completion of pipe eractier.Thei'onc';r vea:.ura- i formance reporte ( lh39, d't51 and :N 7) h m ba"n rT"
- n W ' l against the three (3) venturi spools recci.:ed ah dte bar:. r of thcli incomplete condition. l 2.
Orinnel nhould be instructed to ref ain f .- C'in?i n: c ,h"'? venturi cucols to tho :lidla::d cite to avoid 'euilo hn.1.:lin-and ext.ra chippinC chargea involved then ~:'idi:n* nro na from V.itilr.nd to th2 yoni.:n.: innufac i 'a c'" .
- 3. ' Future coercepondence or a.cciclon: . .
tran mis,L J to the jobsite. ct a:at:.P'rn v .e f soit 0042) ' ...s ~ Bechlo! Power Corp'.,alion . R. L. hatlebatry Ver.turl Innte.lle.ijen - July 21,197G Faco 2 Your 117.T.edic.tc tttb.:ation to thace recrata .:in tnp:beci.e te. . t e's *
- 1). -
. r/ .fi j,/ .t ..j - ' ,'r'. F. i.eu/:en- ~~ JFH/MI/chd ; e b s 9 e f e 4 e 1 . . _ . . . _ . - - ,
- 9_.-..~._.,_.,_
VI ;yh"h s - s NONCONFORMANCE REPORT ~ * 'V6 l ' ' " * " " - 468 OV , A
- 1. o AwiNoirART NO.SKO-610-T- I"- '
3 HfdGeb 7 bGSIR L#N 1 7'39' ' r'Af " " /- "W~ '> I"^ '2'rM-7N ~'" ~~ . S T E M oESCRIPVsOte p { g 8. BT E M tO C A T IO N ., ., f e g e- 13, V c%3A . " "" ' ' ~ * " '" l " * " " l *
- m ,nnent C ;_.plir- ht 9 .;
, oATE Auy mtr CA4. 7, to av~464% / r7 ~N -?E
- a. sEReac Nuu=EN 37.!ng Cannister ' * " ^ " " " ' ' " ' " " ' 9 .N4 /.. f. 2 % 7 L
.. no .tn6 q,ER NO..n Pu p nh ' '7 "f " * * * " * " ' r ^" ' 7T l "Ev- **f'* * * * '"* * "*j' *% 1!/t 4 w...y,,, ,g'M '7.. ;.t " ..1" ..* V uRCHAse ON - t .. 06 r.E co N s EC T.ON et A N NO. 7?22dgSENJ IP0h-2-CH-619- 7 R3.v . O ... RE nt A Cc cN T n R. A c NO. e ,g...,.g. li/A ' ' - "" k " "' ]' " "(y*
- 6. CONTR ACTOst/ LOC ATeON """
ti.ASME Q YE5 97. SOURCE cooE pp e
- E Srf.n:?lb Em"Wnct_RT 9 3. ROUTING $NS TRUC T40 N S:
] ROUT E TO rIELO ENGtNE ERING .T E M O NO_ _ _ . verv .h g_y,aterjn1 ROUT E TO M AT E RI A t., supe Ry ssOR 9 9. NONCONF O R MING CO N DITION S crinnoll nkntr.h 0- A o '7 19 Rev . Igequires 7/8_. inch diamet.er threniaj Sunnort Mrs Irrmntity of' 2) Itrn 31. F'ir. 140 N. Contrar.v to the above, Coupling- extension pieces for Item #2, Spring __Cmnietsra_are fitted with threaded narts with an inside diameter of 1 inch and 1 and 1/8 inch resper tively ( cte_;,3,_tachd_dsi;;h ) . This material furnished under Ucrren Plant Register Hamber E-ME-042. 'Q' QC Hnirl tags applierl I'unber k.191. 2 No.t_ed durinrt installation.
- o. g rie tO Ois,0$ifiO" ~
Or'c'o "eco"" tao ^T'o*/"o urt To ""o'Ec7 r"o'"E *"'NG a.. r.Eto DiseOs T.ON R EsutT , Joute this UCR to the Field Procurement Supervisor. The couplings supplied with gg the cub.1ect hanner are to be returned to the vendor. The vendor is to supply the [ fp gf g_,, 2, -ff,gj/,,f field with the two 7/8", threaded coupling-extension pieces, along with the materia-tra.ceability required under purchase order no. 7220-M-106-AC. //g g4,'o y Q,, , gg Q , g# a y .,, g g , 22 E NGIN E E N ING DISPO587 80'W k ,j 7-22-7( Y-.b9-M
- 23. ENGINEER 6NG Os5 POSITION RESULTS:
t
- 24. fS DESIG N CN ANGC RCoutRCO ONO
'* 7 7fg p j"g ff R j % y d @((7" ~ ~ -}cpyAvjg$ 7g ,,qgg oR A wlNG REV. oCN ' ' A / f W SPEC. R E V- " G o-teope s g 7 ./ White Copy - Ostelnator Q G-G 3-a . Canary Copy - Feeld Engineer Pink Copy - PQAE Goldenrod Copy - OC spnng . n .J 'b' 2 t '",!- !,95...$. u . u yg i.U. '*dk.,~ff. l ., -- - I '.
- I -_-y i. 1 O
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f-g. y -Tr., I -r - "I, g, {=r.rrn't,' a T~ =.- j, _b n I I .. N ..,. . .. i u . t Q u . . .. . 4 4 i i I . -. , l i ys l Z,*,','."t.4*h; sea .we use. . . i ,.. ou,,s} ~ 4 Y ':7 j l (,,, . l. ., = **r i ... i C';',;l,',, bu-._'L ' c, yypg g ?Y.t F TY'E G ' s ACh A s. sWX st4t T S's M y /$ s,if eb / " DM j Pc~cy 4d P&? S/; - & f 2 2- *ih-kt * / Skucp 2 Q*
- M *
. a Hanger take-out (type f only): Ppe movement up, cold to hot, insta'ed height equals "X" dmension.' Pipe movement down, cold to hot, instal!ed height should be "X" dimension plus amount of vertical travel. + Weight based on 24 inch center-to-center dimension. type F 'yt,e G loaded tengtri X weight (.ps,os) Ib. each bot. bottom bot- tvch load space type types type tom flaege tom bot. load IMye tNck. tutween A B, C F. henge, t;ange boer ci,cio_ fienge som col dum of load chan. i.,,, ,,,, -,,, g ,,, ,,, g ,,, hpn wn We W eine squa,e mm l mas borts fiante d.am o. t'.ang e. nees W { p l t l A. 8. C D, E F G. 0 71: 7 8% % % 1.900 3'% % % 1 5% 6'I s i 8% 9% 6% 6% l 58 4 10 25 1 7% 7 8% % % 1 900 3"Se % % 1 5% 6'N 85/ s 9% 6She 6".isj 5 10 25 2 7% 7 8% % % 1900 3"he % % 1 6% 75f e 8"As 10'I.e 6'5hs 7's.. i 7 6 11 27 . 3 71: 7% 8b % % 2.875 5% 2ha n 1 5% 6'% 8% 9% 6% 7 9 8 17 29 .' 4 7% 7% 8% % % 2.875 5% % % 1 6% 7% 8"he 10 % 6?: 7% 10 9 18 31 1 7% 7% 8% % % 2 875 5's 8/.. % 1 6% 7% 9% 1 05! i 7% 7% 11 10 19 32 6 9 8 10'i % 4 3 50 6 Vie % 1 2 6% 9 9% 10 % 7"r 8 17 16 30 45 7 9 8 10's % % 3 50 6% % 1 2 7% 8% 10 11% ' 8*/. . e% 20 19 .32 51 8 9 8 10's % % 3 50 6% % 1 2 7% 8% 10 % 11 % 8% B?e 21 20 53 A !.33 Cs 9 13% - 10'!.e 16 % % 4 50 8% % in 2 6% 9'% Ith 12 % 9% 10 % 18 42 ES 105 os 10 13 % tC % ,15% 4 % 4 50 8% % 1% 2 9% 10 % 11'% 13 % 9"/ s 10'% 52 43 74 117 11 13% 10 % 16 % % % 4 50 8% % 1'. 2 7tsh. 9% 11 % ' 12_% 8% 9'g I 45 41 66 101 'Ah 12 13 % 10't.e 164 % re 4.50 8% % 1% 1% 8% 9% 11"A. 12'8l.s 8'% 9 "/.. 48 43 68 112 .n 10 13 % 10 % 16 % % t 's 4 50 84 % 1% 3 9"he 10' % 14'/.. 15'iie 10 % 11 81.s 53 53 71 134 " 14 13 % t o't.e 16's % % -t 50 0% % th 3 9"he 11 % 14'I.< 15"ie 10'tw 11 % 62 55 81 139 15 13 4 10 % s 16 % % I la 4 50 84 % 2rs 1 11% 12'. l16% 17?) 10"s i. 11"I.. . 74 65 26 172 16 13 % 10 % 1S's % ts 4 53 8% % 2's !? 13 % 14 % i t ? 'i 23 83 77 99 202 17 13 4 10 % 16 % % % 4 50 8". W 2's 2 14"he 15., . ' 20% 21 % 11'% 13 % 14l12'%' % ICS 91 112 238 p 8 18 17 P. 15 % 22 % % 5 563 12 % % 2% % 16 17% 23 24% 13"no 14"he 229 196 240 4S8 19 17 % 15 % 22 % % 5 M3 12 % % 24 1 17 % 18'li. 24' % 26 % 14' % 15"/.. 25G 216 245 533 g 20 17 % 15% 22 4 % 5 5C3 10's % 2'. 1 19'N 21 % 25 % 29'fu 16'% 17 "I.. 320 272 314 669 21 22 17 % 17 % 15% 15% 22 . 22 5's 5 563 5563 12 % 12 % 3's 3% ,3 t 205i.e 21 % 23' % ! 30'i.. 24'%, 26% 33"he !35% 18 22 % 19 23 % 371 460 303 401 318 413 827 1006 1 s. x 27ES&nnEl.6. - 7t/E/A/.ScMh 794pM ?% M NGnyo ./- 9h-85 N- E-h ( Es B et! itel / %D' ~ SHIPPING NOTICE ' JOB NO. SN NO 7220-2073 . k, DATE July 29 39 76 .g, .ggo 7o ITT Crinnell Corp. - OO R ES 2 Pipe Hanger Division Uarren! OH'
- OUTING COLLECT PREPAID PURCHASE ORDER NO. O S a O NO. ORIGIN AL M RR NO .
AIR EXPR ' 55 EXPRESS M ATERIAL ORfGINALLY VENDOR PURCHASED 0 N P.O. NO. $ggp RAIL FROCHT vlA 77 70-%I O 6- Af' REASON FOR SHIPMENT: MOTOR FREIGHT PARCEL POST Return incorrect material to be replaced UPS IG SHIPMENT AUTHORIZED FOR SECHTEL BY: - DILLOF LADING ATTACHED B EARER R. DOugherty/B. Grubich ITE g QUANTITY UNIT COMPLETE DESCRIPTION 1 2 ea. Hanger rod Couplings 6 - 1 RE: ITT Grinnell shop Order E->E-042 and Bechtel Power Corp. NCR '468 N, , fl o l N. I s .I ETU RN AUTHORIZATION JTHORIZED BY: NUMBER: g- k.3 CREDIT TERMS: gg @ 'O M P'A N Y he ,'24.* d SHIPPER Y Bechtel ACCEPTEo rOR sHiPuENr y y _ggREs: 3500 E. Miller Rd. ., DATE July 30 76 4 ,. 39 ( ; AMidlag HI , _ 48640 CARRIER -C ,- v 1/l PER g B. Grubich 7220-2073 g gg, Bechtel Pewer Corp., egents for Con:Omers Powbr' CO. S I e N NONCONFORMANCE REPORT
- 1. Peoject Name Job No. 19 20.
NMd WR0 "- "*8' l'
- 2. Unit (s) 3._Drawing / Pan-Ntr. Rev 4. Item Desceiption S. Item Location
__ Aux d ids._- ESK-CA-6L (GJ_. 4 3" channe: s W"bIr'NN(5-iaydown G. P.o. or 5;fet-tity 7. Seelal No. 8. Replacernent Part 9. Source ,g, 10. Contractor / Supplier p-3Oh3 RCL_3L ce M ock 1(; P/ N nEv N o. Supph er hhM Rpp
- 11. Inspectson Criteria /u g((R No. R-LOOd o '"- ^5"' ^"'" ""' 53. SMCTCH A7TACHED 14. Osscovered During 15. Equip Furnit5ed Gy
'" O ' '" Dawo C SPaIC DoTwER . ra o. .ESK-Uga7 ( G ._' o 'v",'S *""cD"N o U" s.EC:o OcoNST O TESi DCuCNT OENo ar'o
- 16. Nonconforming Condition:
- 24. Disposition Concurrence HEWORM , R EJECT REPA4R USE AS es attache._4__to 3" Channela_ mar _he_d_C _3,_Q-6.,_q .7,_&_C-30,._. contrary _to the ab_ov_ea .>. _
/ Jielson_Studa_xore_brokcItoff or milising.in_.the_followin6_ Channels: c-3 (3 missin d [A b , G 40J ECT r3 ELD E rp i ER .f8_[/6 JAlE _ _C-6 (2_missingh_C-7_._(P minaing)/ A c-10_(2_ missing) 'Q' No._L20P.L _ _ / .. _ 2 _. Ilpl4_ tass __appligd. Items on hold pendint disposition. f,QM"Mf/ OJECT CONSTR Q N GI N E E R y.'23 76 (2 ATE AUTHORIZ ED INSPECTOR DATE .- s . 7/b/Ns.N / k 7- 7 2I. Routing C To r0 ELD ENG8NEERING Ch M HERS (SPE F l
- 22. Drield Engineering Disposition O r Eco ENo NEE R No R Ecomu EN oE o o.sroS,T,oN To ,Ro,EC1 E No,N,.;. EN,No IIelson studs are to be added and replaced as required to conform to applicabic drawing.
kN &$_ 7-2/-M d dv ~ 7-za-7G 23. Project Engineering Disposition g
- 26. QC Acceptance QC ENC 8HEER TE AUTHOnlEED INSP CTOR .E s
1 s ,s y 'C , / i NONCONFORMAfJCE REPORT
- 1. Projecs N.eme Job No.
_ Midland ' 19.
- 20.
- 2. 07220 No. ._ 4 7 0 Unit (s) 1 Drawing /64 C-2 e Rev 4. Item Descriptson l,..y,,_
- t. 1 oi 1, A ft 2 o L. Item Location C-2 3
- 6. P.O. Or Spec No. Scrial No. Reinforcine Stacel jg
'7 U. Replaceme nt P rt ,. ( 9. Souece 10. Contrattor/Suppber /.tciliary Building gfg P/ N _ pgv N o- - 11. Insmet.on Criteria ,,,No J_ y 2 11 con c.tr.uc tion N/A Cowc Ospcc t r. Asus Aui soruz co G. s ac T cN ATT ACuto l14. Discovered During OoTarn ao. r 9P9 Pr r A g _O'v".fs*[$o" T '" C" g 15. Equip F wnesnsd EY 1G. Nonconforruing Conddeori: DacC cDcourT O T c s ri Oc c re v. Ce re c .Gri.o 24 Dispoution Concurrence Dr: wing 722h.C-2%_Rc.vicion_3,_.ru.quir.es._thaDall 53 be __Ic.inf'al_cejd with horizontal _j_6 bars at 12" spac_ing. Contrary to the above, two nEwor.g T uc;Ecr i r.r Pa i n a tee r A s is ' I i doy_elc_are cli_ss_ing_at Elev. 625 t at intercection or vall 53 vith H line. 'Q' List I _ dle_1 sSD _MDd!Q1d_.23Cd'PP1Ied
- M_ Pr.OJ EC T r8 c LD E NGINE E H ,DATC 6+'f!R.C/M//.Y_ ./bM' Cd80- 2.40Wl(<
- AA.c42/?Z- _O P [AdC / N 4 4 ,1 M C _J21s a a n W e d .' gy PI4CJc C T C r4 GIN E C F4 UATE *If Li/74 PROJECT CONST H QC ENGahEEr# DATE AU T NONO 2 C D $N SPCCTort ' DATE 1/. R epor t er', 0 y Date 18. Vatro tet .Qy ;- hh.e - f*No k W k h/N / Date *?/*
- 25. Disposition Results
- 21. Routing g 70 r: ELD EN GI r4 E E rtlN G Q TO Ttisif S ISPECsF Y)
- 22. Dr. eta Eng. nee.ing Disposition Orir 'u c ac'ac c a'ao a cco=~ c a oc o o'5' os"'oa To Pa o'ecT c acia n'c a'ac
, 23. Project Engineering Dispostion ...~ . 2G. OC Acceptance * '^ QC [NGlN ECR D AUTHORt2CD er45PECTOR T l N w > o ' i N ! r ., _..-l sf, j t*PI')5\0 0 d t.M*i'T' \ to (L l> .r w , y r . s. 4 i ns 4 o l ,- "e- o o ,, s e-v I is u ts: us , 1 ' t s b " 4 4s ', C O 'e M Z % lO O 't O- --O ] O_ o _ o . . o _ . v . / i\ / / l \ ' l \ \ _Qp(SL OPr 'NI3(, . . . . _ . \./ ,. y \. t j . \ . . ; s l t i \ \ \ ' / i \ I / I/ t/ v - . . __. ; _ . s 'u.,' = _ . M g 5 .g 4 gb b V t ,s. = % em A ^ s I ' S y r A f o B O E C T w d h e G S U E E " .e l a s in N r T D ' ^ l r A A 0g 2 P a s. u F'OT R I _T ,D D R * 's n p ip N A P E E D o u E e E R N it a Eq iL nc R E I G " R } c c
- r. 5. C e r
r l E N
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6
- s T G H C ' C m1 e <-
T s n o C N E E Q ' lt u s e E P t E C E E e c S ,- H R " n I T n J E D T ' R a N
- 3. o. t. 8
. r Oiso L S n t I R G
- p 1 N 5 g E N N ' io e R D n it 8 E O c E E T o ll P it c E ir u p C '* s A, Z S K T T " o N I D N h N C C T p I R
- C d OD O E J
E J C E " is D O G N O r e r C . W O J ' H O e ilp e v o O4 2 E H R P R P O H 5 2 6 E C T U p c o: P 2 Q A u is C S D / o r 4 .ER . t c a 1 O 4 0 t r n D E 4 1 c 2 G N o H
- C . 1 IR C n
' E 0. A T - n b t ; ' E 1 c -
- r '
N 8 I T} A H 1 M J 1 T 4 G N e " 'c E Wv P O t C T ' l T e C l e E K" *. a ~ ' t a / E h T p g S* l n D J n h O R t g u t r ct ' ?. R O G 3 p e /* P P E e~ 9 m n 4 e *- O T n i R it o n i c g e D E:D c mm t N , E C ir p a po r u p zQ iR EO t n M 'O l d - 'j ' O I T N c g oR ON c S e I t' A s e [" e 7 ' S D O n 9. NN i a M T O r F Y P e h R mf ul n 1 J. <, l.. IF IS - i $ O t e h AT C v 6 d - t C D F I EE n o e /; y y E D e b . h , P N . MP S v a c ' B S E O C 0 2 4 S S E AN Iv_ n e 1 E a n ! d ws (S D N N 2 , .O n e t r . te a R E E O 7 ,O. a h t id M N ,N c t t 1 p a e ~. la T H M -: N o R v e 1 o 1 e e o J V. O O, C O - b t mt 4- S s 't i 8 \ J E R . 34 Q o QS P r a a gT . ' 1 G i J t V - r m 9 . v L O N I n E v y e mR h 1 '- iv_ n t r e d e t. ' / R E e " n e d E i m c a ' lp m M a C o n i v N I p G R e O - ' g l o r u N - 8. N / P 1_ -f 3 1 f ". H n v- r G E D L - o o f n 1J ,4 (I = o ,c n r t o e e o. s i IN R E I F n .- e b h b ). e & E O r
- c. d t ta Y E N , O e
- . , N f r r e % Db 8N t r o e e o v A ;,. I G P a N A a s m n m : N E w , . / g la/ E t i r I
- s. f". D n ir T
- i e } H r o ) L n n w a S T O l e t o n M E o o , r : n d r F I it is it D 7 Do l f o e b o U n O o p is o 3. it i d l - T m T i s is p ' C n o 'r_ r. e y 6 b n O D g D a E ir P C - b 6 n g o y r ? in e e e s s i
- s. N it g t d 3 r e r e
n e c C r O r'! e T a / e n e n 9 T m a e p n im r s n a t n t o 1 Vb D ig ig S o o o n n Nk. r f n b ' i u d . E E ,b a @ i 1 it w o . l r l e / (s P O. ) t c d n t t _ e O r . t g u U c e f p c r o n le c e jod i it s O n a - c ' p ?'f i j , n & O.A/ nI F o r f, t' q ? e it u . U N y v. n , r P 1 5 l P i c b J e n r Rf R o O P _ '4 2 G . J 1 6. ( ._,. 1 1 r . . . 3 U 1 ' 1 2 2 _ f' j: , - 2 2 c . g ,- ,. M MMEUT E 40C:2 4 71 i ) Pg. 2 of 2 %/ / 6 e kI4 sWv O O s O. O o , b/A] E Nf $*evf y . gj,y [ G O ~ l l l t i r d' [Y"iO l a_ .- - i p - f * 'f: f NONCONFORMANCE REPORT '
- 1. Project Narne Job No.
1/.idlO nd 7220 19. 2 20.
- 2. 3. Drawing /Part No.
No. Page ! of 1 Unit (s) Rev 4. Itern Description 5. tiern Location 1 7- ? Or nicch 16 H einforcin? )hrr,
- 6. P.O. Or Spec No. 7. Serial No. 8. Replacornent Part
,g, 9. Source Aux. Blde. N/A N/A P/N Od Ev Construction
- 10. Contractor / Supplier 11 Inspection Criteria N O.
N/A en No. MlA - s 2. ASME AUTHORIZED g 3. SMETCH ATTACHED 14. Discovered During COwo OsPEC DoTNER INSPECTION REQ: 15. Equip Furnished By 1G. Nonconforrning Condition: No. O vEs ONo O vE* G" - OREC:G OCONsT O TE sT_OC oi E N T_OE N G Or'O
- 24. Disposition Concurrence r e ,. r.- 1.
rw .i ...in.n. r40.A"?; n c v. 7/94 c ilin for 7 #8 MK A3 ba rn S 12" at the REWORK REJECT REPA8R I UsE AS AS <.., e u na ...m 44,.. nr th, denrna sf on in the 6328(>" nkh between 5.9 and 6.6 line south of "H" I!ne. Contrary to the above, only 6 #8 MK A8 bars "" * " '""'"" "'" .., ' PROJECT ENGINEER knun hnd r instal' led at nach nide of the depresolon. + A '.- - s - N
- r' A DATk Continued on Page 2. "" ' ' ' ' ' " ' ' " * " " " ' " ' " " '
AUTHORIZED $NSPECTOR , DATE 1/. Reported By Date 18. Validated By Date f 25. Disposition Results
- 21. Routing
"))N* s. r. 7.:7 7. 7 6 '": 4l D W 9 N b(Y, ~7-2 7 *7G, Q To rf ELD ENGINEERING Q TO OTHERS (SPECIFY) !J / ff
- 22. OField Engineering Disposition OFIELD ENGINEERif*G RECOMMENDED DISPOSITeord TO PROJECT ENGINEERlNG '
- 23. Project Engineering Disposition i
. . 5g. *#* t.' i .ag a '*) . . *,, ,, y- '9 e g.'g '*[. I g ,k E, g . ) I g g - E'.' ."4. g - , * .p . j} * -- ' h :a k ; 'iU;.'.. , ,,.r- :yl(?)],%']f pl.. y f f _ oc '.f L % l <. .' d.. p . 6.f cceptance mx :.ag. .- ;. . 4 . c v c .u ~., _ .x . . ,,; . . .. u, , . . . . . .. .;q.c.' , c , ,, , a C E,N ,, Gi N, E,EyR,.; . .. 6 ?. _,' i-y" q. * ,q.y., D A , . ... ;g 4 - . ,m,;.i. . , ., . .. j<,.C . ' ', u.w) ' ' ' -.{'.*r k c
- i. , .
. ., .N..Pl:n.W.,n .. e .s.. '/.tp;G..o r. 7.,, ; e.'y ' . . p _M:y yt .A.,, < . . .i, .s . ,, o o ;,r - 4 . ;' A uTHOnszED sNsPECT.on ,' ,, ,, .g. g,i 6 , s D.{.l ,, ,s . .a . m. s .. ., ~... e e n . 2 n i l 7 i l m 4- a 'c 'c e E o b n I' ' a ' a t c f t a n . o a d i h t m te . t u a t r c e i a b - n s n' ) a a o w o re f A , - 5 L_ A 2 p e r.
- r. o o n A a t w ri n
2 o K e s togn i r aE n h d E c M a r t i giA t irleQC -. e 8 t B OFPO sr. S ( # a c - - - -y * . i ) c d p 2 1 ( r n y. o 1 a u yp C. e b poyd @ n B oCpo C y orn o l e 1 erCe, it n a k ) s d 1 h ai ldo, n D r e n # WCPG' T a v u 2 n N b O o B e 5 b h C 2 a . t ( T A e F . R h N ve l - C ) s O I t a v de P M o " o ? E t 6 b o l s R 3 a r l , E / y 8 4 p a . e t C r 1 p s N 2 a h a n A 1 r x t i M r t n 1 1 o A s ' R o o # t O r ' _ f y O C 2 o a . ,., a r F N l r a C B ( " ,f O l a ". o r P d , C c 6 f t n C e N ' s o r i O 2 2 l ' N F 3 l l C o p / 6 a f p - 2 c . r a ' v 2 " e s s v e 6 v g . o a v '2 e l n T , R E e 3 6 r . , R u d , e ' A e . t l s 2 n . 3 v r o 3 i l d 2 l e e H t A 3 e A E f o - . c - a N . 9 5 a 9 , d 3 l p 3 e e , C 'o e C lin f . t . r o 3 . d g t g n 0 2 n s 6 o in . t t f i a 3 . u t e n w 6 1 . w d . n r t i a d d a d ~ t n r n n r n a be o D a a D a . c 2 m u 6 1 : : 1 . n 2 3 t k- s s c m m i i o e e m L e t t t M I I I O 2 6 - O O i /, t ;j .1 , 4 s la ' NONCONFORMANCE REPORT ~ ~
- 1. Project N.ime Jota No. 19. . 20.
N o. Page l _of 1 3j g ,11 pm n 7p m 2 Unit (s) 3. Drawing /Part No. Rev 4. Item Description 5. Item Location 1 F. 9 3 00 It ~4 f.dsmtM* Plonce !fTi ti Phle.
- 6. P.O. Or Spec No. 7. Serial Nc. 8. Heplacement Part ' ,,, 9. Source 10. Contractor / Supplier Wri 77/A P/N REV N O. - . ygpq m. pggggg {g g g ygpygg
- 11. Inspection Criteria an N o* n.1_ QO.1'75 s r. AsME AuTwonszco s 3. SKETCH ATTACHED 14. Discovered During 15. Equip Furnished By eNsPECTsON H EQ:
. Cows srEC GoTuEn a o. O vEs Gao O" C" DaEC:o OconsT O Test Oct>ENr Orac pr'o
- 16. Nonconforming Condition: .
- 24. Dispos. tion Concurrence nEwonx nEJECT nErase l ust As as cout.ed with Crorhr,rine II Green, except' veld area. h8 chter filmr'en verc }
reccivcd with tiu: P.ained Face unecated. 3 QC Hold tar;a applied. noted during PraOJECT F8 ELD ENGINEER DATE T su Mpt T empicit i on. "O" Ib . 3.@2 PHOJECT ENGINEER DATE (f v .c . . . ' . . . 4:~ , e% s .., , ,,,9 PnOJ ECT CONsTR QC ENG8 HEFR DATE AUTHORIZED INSPECTOR DATE 1 s. Reported By Date 18. Validated By , .' Date , 25. Disposition Results //i?[,$ J /br.~ . * # 9&P~ W N !.! ]){sf/,'.! bb0
- 21. Routing O To r Eco ENciNEEniNo . O TogTwras IsrEcirvi g
- 22. Orield Engineering Disposition Or<'o saa'assa'aa a= coa =<aoco o'srosv'o" To raoercT <as'assaias -
Coat in field to ccet the requirement of Note 2. A1.1. costs to bo Vendora rosnoncibilit.y. [
- 23. Ifroject Engineering Disposition
,e .e , 4 , . . .. s. , , s > a . ' e ,"; ; r: '"q'. s ' , ,....-.I.', ...**,'.;,'a-ow.O; * 'j 'g g.,'. ,i - * . ...'..=/.*, , ai b. '4 . . . . . a .p ' .. w, . .; & w , a r.- . . , (; e . , ., .I /.da si n3 -x e# .f* 2G. OC Acceptance ' .t .h . 4 m' 2. D: J / .p.q'. . ", n, . >:.w r; d'.4:; ..~ ...~u.w }.. ; mc. n . ' . .. ~ . - i . .,W' ' 4A.' r/n* cwr f, * *s ; m. .
- r g ..y .1 4a..
; t. s 1.%.,- '.R' $~ .d(' . , - . . . .* 4 .' # * = . j 4W .' * ' ,c.:..,....-. QC ENGINEER 4 E , a. , s g.. ;/", e - [ f (*- +e.' d,c 'Ld . i '. '. ) 4" 'l '.'.'. /
- d)g ' V[a$'J . .. i,j, g .'
. . .gj db; ' '.[4 '4.s.4 d * , ,4, . 5 . , ,,'..s**' ;} ' AUTHORIZED INSPECTOR , . ,1 2.g.<8- '*4 i, , , if,.Q;(( /OJh,%$.*j.:l' */*], } [4%.41 f P "*f;ji ),)y c.; 7 7.'; 'Il'.12. fg jf.p,f,Q - f 1 h-' , "^' U OR AWING / PANT NO. NONCONFORMANCE REPORT 3 RE V. F T. PROJECT NO. 3 2. R EPO RT E D a v ' , y $4 " ' D ATE 2 5. DISPOSsT40N CO NCUR R E NCE _ph ...p% 2 : !. ,7 'lP2D ', c A.^,, - 8 n: - -, ...... . . . . . . ..... i.,....,i..
- 3. ST EM OE SCRtFTION . S. IT EM LOCA TION l l l l 9 3. V A LID A TE D BY I O 4T E
- Vebl t'eck Finpgr: min t. hse. /Ile :> -
L ' M7 W 70
- 4. S E N t A L ff u M B E R 9. ST A R TUP S YS TEM NO. 38.REPLACF'
_yp .N T PAR T NO/ 3 REV. P ** C Posses.o..me. e.se S. PURCH ASE ORDE R NO. nh
- 10. QC F 8E LD INSPE C TION PL A N NO.
np .! I ..... ....... ..,. $ $, R E PL A CE ME N T SE RI A L NO. La n-J.,70-17o N/A ""'""'**""***"" **
- 6. CONT R ACTOR / LOC A TION 4s.ASME 9F. SOURCE
@ YES COoE ----a- - J.crMnoL.E:ur ill:dc.in:. "=" um,tet w,: 9 0. ROUTf MG INSTRUCTIONS: Q ROUTE TO FSE LD E NGINEE NOUTERING TO M A T ERI-- AL0SUPENoRvtSOR 8 9, NONCO N F O R MING CONDIT ION: Nore 4 oj' dw3. requ3ren rdontinc of 7EC 87f nppHed to rnined frice nnd barc11cd veld pm p. ~ i r Pe v e t h e rt oil hettehavi _vi th Avv. Po tmi cp-1 TnnL thrend 1 2hri .en n t . 101- Pol .1 %.1- v1 n.~e.,- w.vn re.vived with rymy arcan void of conting. Tinted riorimr receip1_ inspection. 0" no. 3dD2 -11.$ ~' Hold tccs applied.
- 20 Q F8CLD DISPOS $ TION hF8 ELD RECOMMENDATION / ROUTE TO PROJECT ENGINEERING 3 3. FIELD D6SPOSIT80N RESULT,5
&ndor to provide field cupervicion nr.d_ material, r:o that the L'cld Neck Finneen my be nranctly coated in the field ni; Vendora exp<;nce. 2 2. Et4G IN E E RING OISPOSI F ION
- 23. ENGINEE141NG DISPOSITION RESULTS:
1 5
- 24. is DESIGN CH ANGE REQUlflED ' C NO
- Ose..e O V ES. SE E 4TT A CH E D. .. ....
- ..e....... ....
D R 'A WlN G R E y, DCM aweseo.ess o esespecto, e.ve SPEC. R E V -- A D D-seest 6 - ., White Copy - Oelginator Q C-G P2
- Canary copy - Field En0 neer, l ,
' Pink Copy , - PQAE " '
- Coldenrod copy - OC,
, ' ~ *. o '. c r,' * * .T * *-l . .T ' , * ~ NONCONFORMANCE REPORT '**' 2[D tE A WING /P A R T NO. OREV. F. PHOJECT NO. Or 1 473 t 3. REPO R TE D av 'DATE 25. DISPOSITION CONCUR H E NCE P ?").F9 % ?
- 3. IT E M DE *,C HIPT ION 7 T29') N / -l W 5Y O "***l" ' '
. S. ST E M LOC A TIO N 0 3. V A LBO AT E D av - I D l " '" '" l "' ' l' * * '
- _ Ecidin3__Iirthl_lRDnen
- 4. SC NI A L N UMUER Thin l'h; c.
d(h* - +/i / h ATE?u T-
- 9. ST A R TUP S YS TE M NO.
9 5. REPL ACE M E N T P AR T NO **.88 tT * ** 6 e so eeme .e e.ts 3:4
- 5. PUNCN ASC ORDE R No.
nls iuk < ,'l R E V.
- 10. GC FIELD INSPECTION PL A N NO. ........ e-... ....
I G, R E PI. ACEM E N T SE RI AL NO.
- 6. CONTR ACTOR / LOC ATSON gy.;.6 90.ASME Q VES ST. SOURCE CODE
__['S h8m M U" M . M V { c I n,*__ O NO
- 10. ROUT BNG INSTRUCT ION $4
_ STEM tit.nt.nf. Q FP.;UTE TO FIELD ENGINEE NING C ROUTE TO M ATERIAL SUPERVISOR
- 19. NONCONFORMING CONDITtON:
I?Qtc . 't . of sublq_e t Th.t'. requirs;p_ihnt: 'Tlaprm to be provided wit.b n protective cover _nver Enired Fune." h9 Flanggs vere recely_ed vilh_.no nrotective cover over the lhiced l' ace. 3 Hold tritic coplied. _Ifoted durint! receipA.ingpection. "O" No. 1.002 > 4 , , ' 20, C (IELD 00SPOSITION @FfELD RECOMMENDATION / ROUTE TO PROJECT ENGtNEERING
- 33. FIELO DISPOSITION RESULTS:
Comrc to In Sapgind_by_VewJannyy1_inntalled by the field at Vendora expsnse. _ 2 3. E NG tN E E RING DISPOSITIO N
- 23. ENGINEERING OISPostTION RESULTS:
- 24. 8S OCSIGN CH ANGE REQUIRED ONO
- O V ES. SEE ArvACNEDI .. ....
DR AWINf3 REV. e.. e..... DCN o... .- , .wes.eess.oem.p..,em ' SPEC. R C V- ADO. e.,. ~ Isoss s -- , .., White Copy . - Originator QC-G5 5 3 * * ~ Canary Copy - Fl.id Encineer ' Pink Copy ' f . - PQAE , t- , ,d.*, - '4
- Goldenrod Copy - OC e' < '
~ ', .
- s. '; '
, .i .52.* 'u*a0 NON00NFORMANCE REPORT *" "
- 2. DR AW9NG/PART NO. t RE V. 7. PROJECT NO.
, 7 " ' ".'7 6" ' 32.HEPORTE /I'/p/., ) ',/ h// f/dr- /b .>/A 25. D4% POSITION CONCUR R E NCE I Spec. 77.20-M-204 S. .V i'OATE. l4 7220 f
- 3. tTEM DE SCRIfflON e. STEM LOC A YtON 9 3. V ALID A yE D SV * 'UATE 2s* * * * ' " '" '
! " ~' j ~ " " ' ~ Shop Fabricated Piping OC IIold A rea '.k e;v..y,M2 f !fJs 2 .
- 4. SE MI A L NtJM SE R 9. S T A R TUP SV5 TEM NO.
IS. REPL ACEMEN T PANT NO. 'NEV. wa ..ed....s.te...e.... v e... sce nac> w
- 5. PU RCN A SE ORDE R No,
_uu to. QC F8 ELD INSPECTeON PLAN NO. l ... ... ..... .... 9 6. REPLAC EMENT SERI AL NO. _722hJ.L I n 4 AC n c. m 4
- 4. CONTR ACT OR/ LOC ATIOk N/A' N/A " " ' " " ' " " * * " * " " " **"
sS.ASME @ VES IT.SOURCC ITT Grinnell, Kernercville, NC EM O_ _N O_ Vendor ... .............. .... t e. ROUTING INSTRUCTIONSs ROUT E TO F4 ELD ENGINEERING Q HOUTE TO M ATERI AL StJPE RVt3OR 9 9. NONCONFOHMfMG CONOSTtON: Specification 7220-M-204. Rev. 4. Pa rag raph 5.2.1 states in part, " Care shall be taken in handlints and installation of piping to prevent surface damare. " Contrary to the above, pipe spool IHCC-154-S616-10-1 was damaged as indicated on the attached sketch. Jonconformance was observed during routine handling prior to moving spool from the CC IIold Area. . O List number 4.164. Hold Tage applied. . 29. Q FIELD Ds5 POSITION QFIELD RECOMMEND ATtON/ ROUTE TO PROJECT ENGINEER $P'i it. FIELD DtSPO5tTION RESULTSt 2 2. E NGIN E E R$NG DISPOSITION 2 3. ENGINEERING OISPOSITION RESULTS = t~
- 24. 95 ocssGN CN ANGE ITEQUtRED ONO "'""*""'^'"'"*"'" ~~ " ~ ~
O v ES. sEE 4TTACNED. .. .. . o..... '.'.*.*.^..*.*e*,"'^" DR'AWING REV. DCN .... Awv.e.as.es.ee.evo. e.,. SPEC. R E V. ADO. seeee t . , White Copy - Originotor . Q C-G a-a Canary Copy , - F lead E ngineer . . 'g ,, Pink Copy. - POAE ' ' i f, Goldenrod Copy'- OC ' 4 * . , .e. . N, 7 *' *f ' ' # # ,' ' ' . ,,$ # , t,' t - ,s[ . j , , [. ' (f .f K. - . Q .- e t +,
- s. .
i i N ' 4
- x. \
A t j\ //# \ g 3 r~a,., ,, N\ \ . \ ' G. 'Q %,,,,-17, ~ 5 #+ Nep. /)/ 4 i Ne]~ fd } '! /#( /V [E /c p4 9 f / /j( , ~ 2"4o+c l - f/4 o ~ '^' +., **C. c fh a u c Oe )x u %.l sy.
- u. 4/q, JP 'N m
sc a/0r-e'4/ E J f l . / e; I' \ u 4 e e b ~---,-,-e, ,,,,,-,,....w.. .m-vv- .,,,ww-y,,,, .---w-.., . , , , - - - -,4 yyy , g. --g w w ew .-e--- - g ~~ ,, d c. 7,.... .a r QUAUTY AUDliFEEiG U.'.E' 6-' -" July 8,1976 [V) $ N/A f .u.. . 7. . n.., ..m. . . . . . . . . . . . g ,,,,,, ....... '._u..i.d.].and . .. tinits 1 A 7 Construction 0 -- .. - G. Waldrop N/A 1 Calibration Records J. Connolly 7............................... , SF/ PSP #13 Rev. 0 ,g........ SF/ PSP #13, paragraph 2.0 states: "The Project Field Quality Control Engineer is responsible for ... approving calibration laboratories selected by the Project Field Engineer." Bechtel letters from T. C. Valenzano to J. P. Connolly of 12-30-75 and J. F. Newgen to J. P. Connolly of 2-3-76 listed a total of ten (10) authorized calibration facilities. Contrary to the above, the PFOCE has approved only five (5) of the ten (10) authorized L {L Jpilities. 7in........- Recommended
- 1. Determine all laboratories currently in 'use.
- 2. Take appropriate approval action for those laboratories, i
l 1 s..s..s. .. .s...e= .... es... ....s......c....c.....c.... "9/15/76 PFQCE 1 1 O. . \ ) v , ,7........................... 8..va..w.......w.....a...... a go - _ _ . - . _ _ _ _ .e.em.c .rm- ,r.= . _ _ _ _ . .ta s. ' '5 WAufY AEiT FIElM . - 116,i.(16-1-3) o July 8, 1976 ( ) N/A pt;n.,.........,..... . . . . . . . . . . . g... . . . . . . . ( 'dl'and Units 1 & 2 ' Construction O . .. . G. Haldrop 'N/A l&2 ' Calibration Records 'H. Foster /J. Connolly 'FIP G-4 Rev. 6
- SF/ PSP #13 Rev. 0 FIP G-4 paracraph 3.1 states: "A Project Special Provisions OC flotice shall lie developed for each project in accordance with FIP G-1 to present a detailed program for accomplishing thm specific requirements of this procedure."
FIP G-4 paragraph 2.1 states: "The PFOCE shall review purchase order documents and survey prospective laboratories to ascertain their ability to comply with the specified requirements. l Acceptance of measurino and testing equipment at the jobsite shall. require equipment inspec-tion and document review by the Ouality Control Engineers." l l 1 Contrary to the above, SF/ PSP #13 does not include provisions for acceptance inspection ~ or survey of prospective accomplished at this site. calibration laboratories. These tasks are not currently being l i ;. ....... ...... ne wa.cn ueu
- 1. Revise SF/ PSP #13 to address these tasks.
- 2. Upon completion of the revision, ta'ke steps to implement these provisions.
g.. ..... .. ..... ..........,,.........,......... 9/15/76 PFOCE
- f. .
Y% l a,............ ,,.. . .. .. .... ,. ... ... ..... 8 '
- -3.....u.....................
. o s. .... , l ~ p . e -- ipF 7 O. EhfY AUDIT FINDM l-...1[7 (l6 ' July 8,1976 .-...,.........,..u.. .....;.... N/A g ,,,,. . . . . . . ['".dland Units ' Construction ' G. A. Waldrop ....1. . . .& . . .2 O ....a h/A 6 ' Calibration Laboratory . .. m... .. w ........................... ' R. Niven/H. Foster 'FIP G-4 Rev. 6 ' BOAM-5440 Rev. 1 iP G-4, paracraph 3.2.2 states: "To assure accuracy, Inspection, Measurina and Test cquipment shall be controlled, calibrated, adjusted and maintained at prescribed intervals cr prior to use against certified equipment having known valid relationships to nationally recoanized standards". FIP G-4, paragraph 3.2.3-states: " Measuring and test equipment being controlled for quality verification and acceptance shall be recorded on an equipment. list." FIP G-4, paragraph 3.2.5 states: "The equipment list...or the checkout record...shall . provide expiration date." a recall notification for removing equipment from service prior to its calibration FIP G-4 Appendix A, Block No.18 states: " Enter data pertinent to the item, i.e., date item was retired from service." 5e purpose of the equipment list is to provide a list of equipment currently being contro ~ for acceptance of 0-list items. Centrary to the above, the following was noted: /N Simpson Meter BPC-E289 is listed on the equipment list and is on pemanent issue to
- (") Electrical. for Non-Q use. Its calibration interval is six months, and it was last calibratsd 7-14-75.
- 2. Pressure Gauce BPC-M49 is listed on the equipment list and is on pemanent issue for use in a temporary water system. Its calibration interval is 3 months, and it was last calibrated on 12-4-74. '
g.- . . .. . . . . . . 4 Recommended I
- 1. Recall BPC-E289 and BPC-M49 for calibration or correct the equipment list to show that the equipment is not being controlled. ~
- 2. Review the equipment list acainst the issue cards and recall or correct the list for all items found to be outside their calibration period or being used where calibration will not be required when it expires.
g.- - ... . .... .... . 0/15/76 PFOCE g.................. - / g (v) B$ ff g.~.................... .... p,y... f!UN1.Ihl AUE((E!hD}}IO .....g 8 W 4 .J ,,, Q.uly 8,1976 i II/A 1..,u,,..........,..u.. . . . . . . . . . , g . ,. ,, ....... 31and Units 1 & 2 Construction O .-- .. . G. Waldrop N/A 6 Calibration Laboratory R. Niven 'FIP G-4 Rev. 6 BOAM - 5440. Rev. 1 FIP G-4 paraoraph 3.2.4 states: "The checkout record shall display the nare of the user, dates of withdrawal and return, identification of the system or component being tested, date of calibration expiration and infomation for required maintenance." o trary to the forecoino, five (5) pressure gauges were found issued without the name of the person to whom issued shown. Tw (2) pressure oauces were.found to have been used for ASME Section III piping tests without system, component or test number indicated on the checkout record. Tha pressure gauges were BPC-M61, BPC-M1251, BPC-M1252, BPC-M1254, BPC-M1256, BPC-M1089 , and BPC-M1116. g.__...... ~ ..,~~ t?commenaea .
- 1. Correct the issue cards (Calibration Certification Records) for these gauges.
- 2. Review the Calibration Certification Records card file and make corrections as found. .
8/15/76 " Project Superintendent , ....,m........ ..... - ' l l, ) ! , g .. .. . .... ,.... .. .. ......... . ....... 3 }g....-..................... .... .i 4 y 3,.sa .-..... QUAufY AUDIT 11)lDlliG .......l.806--') - July 8,1976 ? ) \. _l 'N/A g]... . - - - i dland Units 1 & 2 Construction O -- - G. Waldrop m...... . . . . . . . . . . . . . . . . . . . . . .... .... .... 'fl/A '8 Calibration Laboratory 'R. Niven/K. Pulito ....m...................,............. . . . . . . . 'FIP G-4 Rev. 6 'FPG 4 Rev. 2 . ...c.. . TIP G-4 paragraph 3.2.6 states: "A calibration label is required to be affixed to each piece cf measuring and test equipment which displays the. date of certification. .. ." FPG-4 paragraph 2.3.2, b states: "The calibrations Certification Record for that instrument must ' be properly noted civina:... 2) Calibration date and calibration due date (expiration date)." l Contrary to the foregoing, one instrument of seven checked was found to have a calibratian label affixed which showed a different calibration date and due date than was shown on the Calibration Certification Record Card. The instrument was micrometer'BPC-M265. t r !D .g 7, ....... ...- Mecommenaea
- 1. Determine the correct calibrationsdate and due da_te and bring the records and label' for BPC-M265 into acreement.
- . m ... .s......... ............................., "8/l/76 " Project Superintendent ? a ,,3,. . ....... .......................... p,..-...................... - n n - '~' 1.~
- 120"(16-1-3)
QUAufY AUDIT FWDlM ......... July 8,1976 ....,d44 ]r....=....,.......... ; "?!/A /,.MidlandUnitsT&2 Construction a... . . . . . , . . E} .. ... .
- G. A. Waldrop 7...
H/A 10 calibra tinn 12 H ra tnev ;.....u................................ .- ........ FIP G d Rev. 6 pnAM-5460 pav. 1 FIP G-4 paragraph 3.2.7 and BOAM-5460 both state: "When discrepancies in the test equipment are found during accuracy verification, the certifying agency shall be. required to identify the discrepancies on the equipment test records and notify the PFOCE." A review of seven (7) purchase' orders for calibration services did not produce objective evidence that calibration facilities are directed. to provide "as-received" data on test equipment sent to then for calibration. O 6 O FPG-4 revision 2 does not address this subject. Purchase orders reviewed were F-4513, F-4561, F-4569, F-4572, F-4575, F-4576 and F-457s. g........ ...... Recomende d - l' . Revise procedure FPG-4 to require as received information to be returned to Bechtel for instruments sent urf site. 8/15/76 " Project Superintendent g..............,.... . ? .[ ~ 1 Q ,/ 3 o..........,............,... up n p' QUAufY AUDIT HMODiG ..... ..l*N~'~) July 8, 1976 p .... , . . ( - N/A km . . . . . . . . .. . . . , . . . . '" ........... g,m ....... /~dland Units 1 & 2 Cons truction 0- G. Waldrop ! N/A 14 Ouality Control ' H. Foster /J. Connoll .....m................................. . . . . . . . . FIP G-4 Rev. 6 .~. FIP G-4 paragraph 2.1 states: "The PFOCE in coordination with the Subcontracts Administrator shall assure that jobsite Subcontractors measuring and test equipment is selected and controlled ! in a manner equivalent to that described in this procedure." { l Thgre is no objective evidence that an evaluation of subcontractor IM & T Equipment is made. Quality Control considers the review done by the Quality Engineer to determine the acceptability of subcontractors QA Programs to be sufficient, however, the QE states t subcontractor programs are not reviewed to FIM requirements. 7,_....... ...... Recommen ded - Obtain clarification of this requirement from OC Management and take actions as necessary based on this clarification. e I$NJ% b. $E .IEO Y. " . $ $.$.$$3 $gg$ $ F g g g ggg g g ygg." # g g gggg 8/15/76 PFOCE f \ V - =.......;.. O 3;.........................
- c. ' > -
s _ _ g .m. ' - '
- a #%#M *
.. ... mem-f<5 QUAwY AUDIT nals _ .. 12 " 6
- 3' July 8, 1976 Ad _
~ N/A , g,,. ,. p ..... Midland thite 1 t. ? rnnetrnceinn Ua-== n wa1,4rnn p ... . . . . 7......... N/A fl/A Calibratinn Poenede k' 'On14 tn /.1 .... .. ... ............................. . . . . rnn Q FIG Rev. a FTM G-R Rev. 0 ... .... -1 6 . w FIG-16, paragraph 2.0 states: "The purpose of' this procedure is to establish a program which assures that ... personnel ~ involved in Q-listed construction on the Midland Project ... receive training ... to support them in the exe' c ution of their work activities." FIP G-8 paragraph 7.1 states: "A continuous training program shall be employed at the jobsite covering orientation and indoctrination, Quality Control procedures and methods, and supplementary QA/QC technical training." ~ Training for the responsible Quality Control Engineers has been conducted' for FIM G-4 and SF/ PSP #13, but not for FPG-4. , (] VTechnician in FPG-4 or FIM G-4 Training records do not show evidence of formal training of' th ........s..... . .c btil.de G i a mas. La ' Based on the number of findings resulting from this audit, training should be conducted for all personnel with IM & T responsibilities, to cover the above procedures and to emphasize the corrective actions taken. g.. ..... ......... ,............................. 8/15/76 Project Suoerintendent and PFOCE - \ o . g .. . ........................ _ g._,...................... ....
- !)..!.YL #MO}iEl2.}0lli} 2,6,, , , -
7-8 76 2L . .w - L ],iit f. .. . ,, . . .. . . - - ~ ~ '" ~ * - ;.",*.TW 18- . , s. "1"1 -.'. ".~ ~~ b.,.1 -2 Midland Plants 1 & 2 , Construction Y *. . . . . [i..... 'G. Richardson /J. Hon N/A 7 ' QC Vault .....................................7. 'T. Lieb 7220-C-230- 10.4, Rev. 7 ' " Dry pack mortar shall be ... well' graded concrete sand conforming with ASTM C-33-71a or ASTit C-144-70. Mortar sand used-for dry pack now on site has not been subjected to all of the required tests of ASTM C-144-70 does not meet ASTM C-33. p Specifically the test for water demend ratio by weight, friaole particles, ,V lightweight: particles and soundness have not been performed. Date F:eport ' 6-18-76 UST JU-97a 6-11-76 UST.JU-94a
- 1. Have Subcontractor place hold on this sand until tests are completed and use approved concrete sand during interim.
2. Based onthis utilizing results sand. of tests determine the acceptability of concrete repairs -3. . Hold training for QCE's and Lab. Subcontract personnel emphasizing the need - to be ~ aware of all- ASTM requirements applicable to this site. ,,. ......... ..... 7,=C....................... -"
- J.,.R....... 7.f,..,?f.'t ..... 8/27/76 PFOCE
/ , \ N / gr. ..--u . .. - ,,...,,.. .. ; f = T;c m ,,....... ,. I 3h......................... -- ,g aw s sz.m.vair--- =---- = r1 -m.m. - _ .. , , m m. , , _ . , . _ . _ _ . . . . . . . . -%e*, -' ' ' ' s e.J, - * ,- c 7,...,.... / . }b. , f. h l b ..k !b - . .. / ,T - " _Jf8/76fn7/77/76 ' g 5 /..........,...... '"""" 18-1-2 MMland Units 1 & 2 }f.'Lt... g...,, .,,..... t- T, . . . . ............ Construction O .. . .a ...... .. G. Richardson /J.He I'l/A ' 16 - .... .... .,. ' Q.C. Vaul t ...ym.................................. L' T. Lieb/A. Albert 7220-C-230,Rev. 7 paragraph 9.2;l, Rev. 7 ' The measuring of materials, batching, mixing, and delivery of all concrete shall conform ~ to " Standard Specification for Ready - Mixed Concrete" (ASTM C-94-72) unless othenvise sp;cified." ASTM C-94-72 para. 8.2, "The agitator st ill be capable of maintaining the mixed concrete ... with a satisfactory degree of uniformity as defined by Appendix A1. Mixed ' Concrete Association (l'Rt!CA) requirements, and not that >v - f,m.. .. . . . .... ~ ' 1) - Parform tt.e required uniformity tests on the agitators to detemine their effective use . 2) Hold training for QCE's and Lab. Subcontractor's personnel emphasizing the need tb be aware of all ASTM requirements applicable to this site. m:v,;.m. . . . . . . .. . . . ,,, , , , ,,,, I' & 2 8/27/76 " pFQCE / o ss[-
- n. . ......
a . ....,.. .. . = . w w .... ~ ,g.~...................... ~. ..% #F 'Mr . . _ ume hm - -
- _ *- .% . t +Q ,
- PQ **T Q-D c' f W
a.- - . . :I ; ,p,..-. ... 'itv j,f - - l'a n e 1 o f 2 /* i:Dil.! C *T. '.*L] W 1 :n. :p. i._.12. 8. _ P* . ( ,) L.7/14/76to7/23/76 p..n.=. .1,==7=: -= - - - -= y;r.. ..... . = I..nm18-2-4
- =---
i tiidland Plant Units 17 2 3pr; Construction [ l - . . .. . G. Richardson /J.Ho. N/A '16 . ' Q.C. Vaul t 'T. Lieb/D. Osborn 7220-C-208 paragr~aph 9.1.c Rev. 7
- t
.. = ... Field densih tests for sands and fine material in accordance wi.th ASTM D-1556, 3.5 s tates : "The minimum test hol'e volumes suggested in determining the in-place density of soil mixtures are given in Table 1. Table 1 Maximum particle size #4 sieve Minimum test hole volume ft 0.025 15 inch 0.050 Several recent incoming gradations of. structural backfill material indicate that a large number of ratorial is being retained on the #4 sieve. Date Renr.rt No. .% Ret. on f4 h'i A s 6/28/76 . U . . ad 6.9 7/8/76 USl Jt.-97 17.0 7/9/76 UST JL-100 16.6 -7/12/75 UST JL-ll8 7.0 The corresponding sand cone tests for this material indicate a test hole volume less than the .05 cf outlined by ASTM. D-1556 __ Continued on Page 2 . - .......... ~ l i l I l ;.....m...-........... .. n ;m' . .. .s. . . , . . . .. . . . . . . . . . .. . . - ........... ..... ..... - ~ ' - . l l 'J . ..s.... r..... cm.TifeT;M'T=.*f., - - - ~ ~ == - s= - .:.T.. ........... O;....... " = ~ - - - - - - ;gy~m- -- - - at a. - -mv es* aw - -- ----- s &-=--S sssa.-_ ..==e--- m .- . .~..~..w ... ,. 6 . ., .a 2 . . . _ . _ . -.m .. ~ ~ ~ - j,~~ n.:. .', .;. . . v " - - - " - , p . .m -' /. an.w.a m i s s.m . " e 2 of 2 \"tz t a - ,'; / i e s 7 ( ) ,A_,/ l'>ar/14/76 .m to 7/23 J
- f. = . W.T;. w ..... 18-2-4 Midland Plant Units 1 t. 2 Construction jp,,. . . . . . .
m...... . . . . . . . . G. Richardson /J.Hool N/A 16 ' Q.C. Vaul t *..................................n. 'T. Lieb/D. Osborn 7220-C-208 paragraph 9.lc Rev. 7 ' .. . = _ , . - - - i .. Date Reportko. Volume of Hole c.f. ;f- ,T7/7/76 MDR 420 .0338 J U 7/8/76
- MDR 422 .0363 7/9/76 .
MDR 429 . .0354 MDR 430 .0355 MDit 431 .0380 7/13/76 !!DR 434 .0374 !)DR 436 . .0369 7/14/76 MDR 441 .0373 - MDR 442 .0372 ........s..,..... enue - nva - 1. -2. Assure that all future sand cone test holes meet the minimum ' volume required. Determine the extent of the sand cone tests'that have the volume less than that 3 suggested by ASTM and identify them as nonconforming. Hald training for QCE's and Lab. Subcontractor's personnel emphasizing the need to be aware of all ASTM requirements applicable to this site. m... ..... ......... r:r ;, , . . . .. . . . . . . . . . . . . . . . . . . . .. -= 1'. 7/23/76 2. 8/27/76 " PFQCE ,...n ,.,...,.. .... / q . ! ? %.J p.......... ,. = .vt. w = . = 7 .". = . - -- ~ I 3. O A u lu tt l*,tio , g hi l. ' - * *v O
- 2. ,
107 , OUALITY ASSU: LANCE DISCRE' TNCY REPORT ~ 4. Iss(TE DATE
- 1. PROJECT / DEPT./CONTRACTOli 6/1/76
. 2. NltiT OF ORIGiti .: y' ' . FIELO 5. CAD PREPARED BY: Midland 1 !. 2 , g' -
- 6. WORK PLAN DATE
[I OFriCE
- 7. CllECKLIST ITEt.1 8. WHERE FOUNO ~ G. Richardson i
.'d::. . il/A '
- 0. DISCU: SED WITH N/A .
.' N);,. . OC/0h Records J. Connolly
- 10. CONTROLLitJG OOCUMENT. SECTION, PARAGR APH, ETC.
l ., - RT-XG-1, Rev. 1 and RT-XG-2, Rev. 1 .l' . 11. OUOTATION ?. . . * *',. Para 3.9.3 ' "The Bechtel Level II individual shall interp. ret and accept all radio . /. - ' grap'hs . . .". ,d . . ;-(o 15 .' . if,7* , . g .. ;) - +. 12. OlsCREPANCY DEScRIPTIOr1 .. c The following qQity findings describe instances when Level II Bechtel q
- o. E v) trol Engineers have accepted radiographs that did not meet the ~ techn rcqen't'
..f,f . of the above referenced procedures. These appear to be recurring problems as in-
- jf*, diCated by the following dates: '
?: .. i[f,:.\ - w y. - CPCo NCR OF-5: Dated 6/23/76 Occhtel QAF-088 da ted 3/25/76 I,rf.",. . . . - . s. Bechtel QAF-085 -- Dated 3/25/76 .,9.$ ,' ' CPCo HCR .0A-97 dated 5/24/76 Bechtel QAF-087 Dated 3/25/76' ff' %g, 13. RECOr.iMENDED CORRECTIVE ACTIOT1 .l. . 'f,I,', Develop a training module that will describe past problems and emphasi , requirements. _ - .i ;'. , Present this to onsite level II RT p'crsonnel. Also, retain this [* ?'. ' . hh *- training module for presentation to all future Level II RT perso'nnel that
- 14. SCHEDULED COMPLETIOri
- j. 2, '. -l -
oATE 7/30/76
- 15. RESPONSIDlLITY PFqCE FOR CORRECTIVE ACTION " ' " U ' *
. *,3 <.. 1G. CORRECTIVE ACTION TAKEtJ ),.,,,',. Trainir$q Session developed and available,in OC files. . . - I 19-f - ' if
- 17. DATE C .1 LETED
.e 7-S)- > 10.~%UGhllTTED D . ' ~4I.nw. . ,sP,Ori EU.E A HOnlTY
- 19. CORRECTIVE ACTIOrJ,VEnlFIED BY QAE i '.j :
',: t*. AA0-06 9/17/74 h ,,S s V % 20.DATf7( 6/3 , M _ n 113 - QUAL.lTY t'JRANCE DISCREPANCY REPORT . . 4. IssUn DATE 1, PROJECT /OEPT./ CONTRACT.On 6/24/76
- 2. POlfJT OF ORIGIN
{X} FIELD hgpAD PREeURED OY: Midland 1 & 2 , I
- 6. WORK PLAN DATE O OFFICE bIA.WaldroD
- 7. CHECKLisTITEM U. WHERE FOUND ft/A D. DISCUSSED WITH fl/A Fabrication Shoo R. Dougherty
- 10. 'CONTROLLINC DOCUMENT, sECTION, PAR AGRAPH, ETC.
Specification 7220-M-204 (Q) Rev. 4 and ASME Section III,1971 -
- 11. OUOTAT10N
'I Specification 7220-M-204 (Q) Paragraph 4.1.3 states: " Steel indentation stamping shall be do'ne with a round nose or interrupted dot die ASME Section III, 1971, Paragraph flB-2151.1 states: ' " Stamping, when used,'shall be done with blunt-nosed-continuous or blunt-nosed-(, ' interruped-dot die stamps".
- 12. DISCREPANCY OEsCRIPTIOtJ 1.-
The millerfalls No. 1500-05 and 1550-05 1/4 inch dies being used to identify ithe shop fabricated 26 inch OHCB Piping (ASME III, Class 3) areound-nose not r ~ or blunt-nose dies, but appear to be standard sharp nose dies. [ The vendor has verified through field procurement that these dies are not low stress dies. l: ,, 13, RECOMMENDED CORRECTIVE ACTION See attached sheet 1// - 14. SCHEDULED COMPLET!ON DATE 15. REsPONslBILITY FOR COnRECTIVE ACllON 7/23/76 1. Proj. Suot. 1G, CORRECTIVE ACTION TAKEN 2&4. Quality Control.
- 3. Pro.i. Sunt 1. Qualit'v
. Control See attachdd sheet. 52. See Attachment Sheet //3. */
- 19. CORRECTIVE ACTION VE
, [' "I ~ D P t 0, *[ l / 2 f' DATE * " // / CAW 5u . AAO-06 .9/17/74 ' L Ad $$ .. [ - [/ [ , g' , , . A G .d . Y. =
- S//dW
~ l~ f/ ' t i. ( i. P.S. 1. Remove the dies from use. [k[Abd N3'7b -
- j. Q.C.
- 2. . Determine the extent of their use and'
!; identify all materials marked by them as non-conforming. t . - i ' ' l-P.S. & Q.C. .. 3. Determine how the dies were obtained and - f allowed to be'used and take appropriate action to preclude recurrence. ' ' - j : L Q. C'. 4. Quality Control ensure that the method of marking' is address on field inspection ' i plans. , I i i j
- i b r
I t y .{ e
- j e #
1 i< I 1 1
- 1 l
2 } j . (. w. i l: j % + 1: .
- i. /
e I a . j_ ~_.. s .6O ga _ y , - . - -- e w ae*ee <e->.-weeww ww+ rw*m-, --,- +e ew, w ww w ve-a T-T " T lechtel PowerCorporation S M a r # 2. - [( w) QADR No. 113 - Block fio. 16 The following corrective action has been accomplished and is being submitted for your review and verification. ITEM 2 - Determine the' extent of their use and identify all materials marked by them as nonconfonning. ANSWER: Investigation revealed that the stamps used to identify piping material referenced in flCR 454 were'used on ly the 26" coated yard piping. No other nonconformity exist. ITEM 3 QC determine how the dies were obtained and allowed to be used and take appropr' fate action to preclude recurrence. ' ANSWER: In the case of Quality Control the dies were allowed to be used, since the OCE (o f ~ only Both indicated theverified theofPurchase dies were low stress.Requisition and the Shipping Report. To preclude recurrence personnel in the Mech / Piping group were shown the dif-ference between the regular and rounded nose metal dies. Also a training session was held with all QC personnel. (Seeattached) ITE!i 4 Quality Control ensure that the method of marking is addressed on Field Inspection Plans. ANSWER: The new QCI's well reference M-204 Para. 4.1.3 as a surveillance activity. Until such time as the new QCI's are approved for use, this activity will be written in on the old FIP as applicable. It has been determined this corrective action is adequate and also meets your satisfaction. ( .f [\ g C l a n ^~~ .. m firec#nicyr swr .m ~ j Nechtel PowerCorporation - ~(g Interoffice Memorandum 9 To G. L. Richardson o.= July 26, 1976 suotec, Job 7220 Midland Project 7,, J. F. Newgen Attachment Sheet #3 to QADR #n3 Use of Standard o, construction Sharp Hose Dies 0-1120 Cope W Midland, Michigan At J. Vori's J. Connolly 3 In compliance with the recon:mendations outlined on the oubject QADR, 4 the following corrective action has been taken: Item 1:.Dieswereremovedfromuse6/23/76. Fabrication Shop personnel have been reinstructed to use only low stress dies. Since both Materials Requisition and Shipping Report indicate low stress dies it appears that this n- . was a one time occurance, therefore, no further action win be taken at this time. t lu<- ' J. . New JFN/DT/skd. Attachment 9 4 / i.. b i ,- e . seN (16m T OUNLITY ASSUltANCE DISCREPANCY llEPORTO[.10.R-l.d -
- 4. Issuc OATE I
1, PD,OJECT/OEPT./CONTRAC TOR .dl!1.Y 1E.s I976
- 2. l'OINT OF ORIGlii
@ flELD 5., GAO PHE?ARED BY: dland Units 1 1. 2 {] O FICE A. Waldrop F WOltX PLAN DATE 7. CliECKLIS T ITEM B. ValEDE FOUNO D. OlSCULsEO VitTH N/A N/A N/A
- 10. *CONTROLLING OOCUMENT, SECTION, Pali AGRAP}l. ETC.
J. P. Connolly HOAM I,V Humber 1, R' evision 2 ~_ 11, QUOTATION - NOAM IV Number 1. naranranh 3.2. f s tatas- "Snecific work nian/nrncodorne includinn all revisions and ammendments shall be subiect to _ review hv thn 'Prninc ~ Control Enoineer for connatibil'ity with. the renuirements of the applicable Ouality . Control Inspection Plans." ~ NOAM IV Humber 1, 'paranranh 3.2b s tates :. " General and- ' standard construction work plan / procedures' covered 'in (c) and (d) below, incl revisions and am:sendments shall be subject to' review by the Chief Field Quality Control Enoineer for compatibility with OC procedures and inspection plans."' -
- 12. Ol3CREPANCY OESCRIPTION Contrary m to the foranatha. nnt all of thn fiald nanara nd nencoduros havn bann rovinvnd Ouality Control.
I - ' EXAMPLES ARE: FPG-1 Rev. 4, FPG-5 Rev.1, FPG-7 Rev. 2, FPG-P. Rev.1, FPG-10 Rev. 2, FPG-il Rev.1, FPG-13 Rev.1, FPG-14 Rev.1, FPE-1 Rev.1. FPW-l' Rev. 0,' SPPC-3 Rev[4 , SPPG-1 Re'v. 2, SPPM Rev. I and FW-1 Rev. 1
- 13. HECOMMENOEO CORRECTIVE ACTION l.
Revise FPG-1 to include Ouality Control in the revinw cvele. 2. Review all field cenerated procedures currently in use at the sita This ravintt-must include ob.icctive
- 14. SCilEDULED COMPLETION evidence l 's. HESi'ON;lDit.iTY of what At.;TIOrJ FOst CORilECTIV5 cri'teria was used and the resu .
DATE 9 17-76 1) Pro.iect Superintendent 1G. COnRECTIVE ACTION TAKEN 2) PFOCE. 4 __ '4- t
- ATE COMPLETED
- 10. SUHMITTED DY ltESPON;lBLE AUT,HORITY 19, CORRECTIVE ACTION VEHIFIEO UY OAn l 2u. D AT F.
s s n . n r. 'n Is't'*:.' . d* . ,, . .q.m . . - . - - . - ;. - 2 ' .- - z_.._..... . - . . ^, g 3. uAu lui.n f.'thi.' 123 OUAllTY ASSUltANCE DISCREPANCY ttEPORT ! l
- 4. Is ;UE DAi E. 1
_ lOJEC1/OEPT./CO?!TilAC TOli 7/16/76
- 2. POlflT OF OnlGlil
' g 7;gtg 5. GAD P!!EPAREO BY: .idland Units 1 & 2, Job 7220 6, YlORK PLAN DAT E 0 orrict B. T. stojkov
- 7. CHECKLIST ITEM 0. V.'H E R E F O UN D
- 0. discussed YitTH N/A ff/A nr p$cnivinn 1 rnnnolly. R Morav
- 10. .COrJTROLLING DOCUMErJT. SECTIO!!, PARAGRAPH, ETC.
SF/PSR G'-3.2, Rev.1. paraoranh 3.2.4 ~ 11, QUOTATIOfJ Paraoraph 3.2.4 states in part: " Items v.hich are discovered durino receivino inspection to be incomplete because of incorrect or inadequate documentation shall be controlled ~ to prevent their 1nadvertant use or installation by. the use of'open inspection records." 12. ~ Ol3CREPAf:CY DEsCntPTION ;ntrary to the above, tihen four (4) sets of spare gaskets were received with inadequate ' documentation (G-321-D not received), itCR 463 was issued and p the ins ~ ectionused record for receipt inspection was closed. l
- 13. RECOMMENDED COnRECTIVE ACTION clarify thn nco nf. nnnenn fnrmanca rnnnrte in enn itinet-Inn wi th rcenini in.nnetine, and instruct rece'vina OC Enaineers as appropriate.
- 14. SCHEDULED COMPLETIOtJ 1s. HE ;PGNslDILITY FOf t CCR AECilVE A.CTION DAV/30/76 PFOCE 1G. CORRECTIVE ACTIOtJ TAKErj
~ r e
- 17. DATE COMPLETED
- 10. suat.iliTED UY REsi'ONsil:LE AUTHORITY l
- 10. COllRECTIVE ACTION VERIFED BY OAl2 ,
- 20. DATE
-p .*, r) . c r ~ -. -
- f l 7 / '.' '. .
s\ \ * ) ~ . . o . -\ 1 r r' s ~ A f C O c ' . o_ " d e s ' ^ 1 hS c u E c ~ a e
- c n
s ! T a T 1 P. 0.ga A R c c a. O Y9/%c a D T 2 P ' p .r. ea "D " ' C T A a_ - i r d r ' b o C D D i u -
- o. l q c e c
c n " s E e ' i R.C i.in c A a c o 5. C e o. N S. E 3 L o E . 1 Dr r u it N " O T 2- R O . b c c e C 2 /2 4 C 7. n T E lts V T C tmQ e o s o C c n P u s 1 C cC c
- 3. o.
I C r T n r i o. S N O R e L u OM F e c n P S ~ 1 N 5. e g Ot o i w a
- t. D n o ,v O t p
a N I f inr T is # i e r e t i LI. s J e c H c D s u s po u T ' Z F i s o E T A ) c c c Z n D a e ?#ob n . A n c ' p H N e a d o D O Y._ R YRI c ' se I o C ~ r r re C w s ' H D C O G N O ' ie T e v O4.2 c o n ' T U . E C 2 t c H T lp o a 5 F p t c c e " A 2 6. C U
- " 2 Q A S u a is D c
/ e c o H 4. r e D t ac a 1 O - . r b o 1 r d t 2 l o e c on u c 1 a f l a C Y u - e r l A C 'G h t d u ia c 0 T t n e n c - g o v a t r 1 n T Ag" i n h r t C y c i e s g L a i c a V k e C T a v ir t i t e r a & c T s c' t e 1 ( e u' e d l C T G s' r e a i t d ta - D c s R P d u o l 7- o r .g u Q n O 'er e 3, r l H o~ R P P E a i o c d s o n l f n l c S' rc pu ocD n T R o e i e . E i s i - n tp C r e u u szQ: s oS n c o n e F D '. o N c o b - / Ti A s e t S oR~ i t 1 6 .// s D Se 9 . H NQ t o c e 2[ o R M m e h T uIO AT c u t j 3 A Y )F c s O t C r n o G y.Cc I o i F I ec t i r s o .N P a y P .G C
- 4. wSPs A
ins I n 3 - e , . B d e m; S (S c o a N , 1 h e 1 H c O 0 2 Co. z. O .. 2 t v 7 d tl a c a ,n h 3 o 1 'H N 2 v s - o b T u ibi. O' / oc o7 e 0 . G t a 4 V O N R 1 v L e i c b o t r m e e & Al T a J P a R r t h 1,(f 5 o a c - t n c v 1 ) F r t 6 1 ll ] a - _ Q i e n a 1 ( 2 o 1 a - r d n t . c _ e e e c h i aA / %. 1 t c y c. ia lpm e 1 5 e r . . c a R 1 5 M - l : a o n 7 a n - r U e c ai R 3 ' - a e:. t - t 8 .r ' 9 c 2 e s n o C i t 8 G o 2 y C ' i s - 4 r 'c J- o t r' 7 f c o 7 a 6 -. 1- n o. . o o c e t r C O 7 .' l - 1 , , n e e L- ". s. i s D a N 9 1 5 - N o. n o c a t e r. e d G N 4 ' n M a 5 n ! l S c d i k e c 9- g n - i2 r n s c n o 1 0 re 1 u A e b a L n iw2 i +L U a 2 S 2 r D 7 7 E . o O T o
- n io t
n o i. d c d n e c i F io it s t n o i i s zJ-o . it- - e e e v T O p op 3 d t m h t 6 s e on r t t s d D D e t ia c Q o C n i i l ~ g g ndn o n - r - - e s - t l n g 0 e - i a o " r i it n n h e r A e r e - 1 C O i' e. e n e u r y n y.rM_ m a d ;5 n m r i r e Y g i n g i N n a 2 ? r l' o o it c w f o n s e 3 e h ab t e BA d E n E n - t c l je d ) s O9 e o c o tn n e h g d t G i i c it & . 2 p Dna 'a. - c e trd o n l e e Pg o n O. 2 n s c- pi i e r N t : n h t e t u F ot l' 1 P 7 I s h E t I o C P r H RA 1.
- 1. 2 6. I. G.
- I 1 7. 3 1 2. 2 2 I T *g - ', . ' PQUALITY A'S. JRANCE DISCREPANCY REPORT A 24
- 4. ISSUE DATE-
- 1. PROJECT / del T./ CONTRACTOR - 7/hn/76
..,,. . 2. POINT OF ORIGitJ FicLD 5. GAD PREPARED BY f Aidland Units 1 & 2, Job 7220 , 0 OFFICE '?,r;, - 6. WORK PLAN DATE 7. CHECKLISTITEM 8. WHEPE FOUND B. T. Sto.ikov-iiq. 9. DISCUSSED WITH ?!/A ti/A - Receiving Inspection '0 J. Connolly
- 10. CONTROLLING OOCUMENT, SECTION, PAR AGRAPH, bTC.
. , -, tl0AM, Section III, Number 4, Paragraph 2.0 -d 11. OUOTATION ' .p
- Paranranh 7 n etatas in nart- "
prneurpmant Insnection oerfoms source ' surveillance durina the manufacturing nrnepts and reviews sucol_ier cuality verification documenta- .
- t
- :!;g', tinn nrior to shioment." '
y., ;, . . ~
- s. :
~'.. ' .1 -
- 12. DISCREPANCY DESCRIPTION The followino NCR's (copies attached) have been issued as the result of nonconfomances
, Lt.n ' identified during receipt inspection of shipments _ C pipe hangers from ITT'Grinnell','. ~ ', Warren, Ohio : NCR # 407, 415', 445, 449, 450, 452, 453, . 458, 460,and 461~. X- ' i
- g.t.
,; . The nonconfoming conditions identified are_either the supplier fabricating the hangersi 1 t 7.,c. .'- to unapproved drawings, or incorrect / inconsistent quality verification documentation. . l ' ',': l .. .. Both of these conditions are the result of supplier noncompliance in areas normally I \ . ,$1 covered by Procurement. Inspection. k ',. ' . l
- 13. RECOMMENDED CORRECTIVE ACTION
',(,{ li notamina d a . > + the cauca nf'thoto renpated noncnnformances fi_e. insDection breakdown. ff. ennn14ar chinment withnnt relpace. anninparinn prenrs . etc L ) 21 Take corrective C .' actinn at indicated hv the canspfei ' Q.f
- 14. SCHEDULED-DATE COMPLETION identified so as to oreclude reoccurrence.
- 15. RESPDriSIBILITY FOR CORRECTIVE ACTION i: R/13 /76
'yj Prniect Procuren ent Manacer , 1G. CORRECTIVE ACTION TAKEN ^
- 1. . .
. ?,'?
- 3..'pq
, 17. DATE COMPLETED
- 18. SUOMITTED BY RESPONSIBLE AUTHORITY-
- 39. CORRECTIVE ACTION VERIFIED BY OAE
- a. . . . 20. DATE ci'{'-AAO .y: .
9/17/74 . ..,1 . l v c'y --,--,.g. -+.-wy. gy .,-p g. e,w a -+y P w g g +=a------wwwr ---gi--- - wiw ny y +- O . C' ', 00Al.lTY ASWrlANCE DISQREPANCY REPORT ' 0ADR-125 -
- 4. issue DATE
- 1. FROJECT/OEPT./ CONTRACTOR
__= Jtdy_lQ,_1976
- 2. POINT OF CRIGIN 5. GAD PREPARED DY:
B FIELD b - Midland Units 1 & 2- 0 OFFICE G. A. Waldrop G. WORK PLAN DATE 7. CHECKLIST.! TEM 8. WHERE FOUND 0. DisCU:; SED WITH !!/A ti/A Piping Laydown Area John Miller
- 10. CONTROLLING DOCUMENT, sECTION, PARAGnAPH, ETC. -
9nacification 7220-M-201 Rev. 7: Soecification 7220-G-3 Rev. 3
- 11. .OUOT ATION 7??O-M201 caranraoh 6.6.6 states: " Carbon steel piping that is to be installed within the containment shall be coated in accordance with specification -7220-G-3, System "A".
9 All other piping shall be painted with red lead primer or equivalent to provide temporary corrosion protection during shipment and storage."
- 12. OLECREPANCY DESCRIPTION Pina ennnie rihnarved in the ning laydnwn arpa have beenma rusty in ennts_ Oagrep
( of rustinn varias frnm licht tn very heavv. carticularly on some of the'stamo data olat t V} . 25. Examples of scools are 2HBC-150-S617-8-3. 2HBC-123-S617-8-2. OHBC-21-5619-6-1 - lBBC-101-S6'19-7-2. OHBC-31-5619-4-1, lHBC-131-S616-9-3 and lHBC-316-5616-7-3. 4 The requirement to check for corrosion during storage is not included in the Storace Recuirement Form F-1,
- 13. RECOMMENDED CORRECTIVE ACTION 1.
Inspect piping in storage and . identify and designate all rusted spools as nonconfor.n-ing.
- 2. Take corrective action per engineering disposition of NCR's.
3. Include %-e r_1 condition sna r_9 of coating as an inspection point on the storage requirement 4
- 14. SCH'E"OULED C'Of.ir LETION '
- 15. REsPON5lBILITY FOR CORRECTIVE ACTION DATE 8/20/76 Project Superintendent 1G. CORRECTIVE ACTION TAKEN
- 17. DATE COMPLETED 18. sUDMITTED BY nEsPONSID E AUTHOnlTY
- 19. CORRECTIVE ACTION VERIFIED BY OAE 20. DM E i AA0-86 9/17/74 i
3, O Au lui. a. ;;o. eI f2 e 129 [ *
- OUAllTY ASSUHA?.'CE DISCREPANCS itEPORT
.t.*lssud o,u t i 4 7/26/76 SiOJECT/D EP T./ CON Tli AC T Olt 2. PottJT Oi; OiUGitJ ) ,.lELD 5. O,5PHEPAREO UY: idland Units 1 & 2 Job 7220 , 0 orriCE B. T. Stojkov 6, WOltK PLAT 1 DATE 7. CHECKLIST ITLt.1 U. *.'!H E R E F OU;J D D. DISCUSSED YilTH ti/A N/A Q.'C. Vaul t D. Matthews 10, QOfJTROLLING DOCU?.1ErJT. stCilO;I, PAi1AGRAPH. ETC. ~- Performance Specification UD-1. Dev. O. nara. 6.1
- 11. OUOTATION .
Paracraph 6.1 ' states in part: "Results from the qualification tests .... shall be recorded on Bechtel form UR-1, welder and/or welding operator Performance cualification ~ . tes~t record." '
- 2. DisCREPAf CY DESCniPTION ring a review of the Boilermakers welder qualificaticn test records (MR-1), the-following discrepancies were noted:
Boilermaker- Symbol Discrecancy Aker B-200 Thickness range qualified for incorrect Hansen , B-251; . Thickness range qualified for incorrect Ifolmes 0-217 Test / Retest not marked Knapp B-250 Form altered without initials or date
- 13. RECOt.i.'.* ENDED COHi1ECTIVE AClION
- 1) Correct discrepancies noted in Block 12 above 2) . Review the welder qualification records for the other crafts (Pipefitters, Ironworkers, etc.) and make~ corrections as necessary 14, SCilCDULCD CO.'.iPLETIOfJ 15. IIESPONSiciliTY FOll CORRECTIVE ACTION DA1E f 8/13/76 Proiert Su0erintendant 1G, COllRECTIVE ACTIOrJ TAKEf2 I'
I l l
- l-
- 17. DATE COMPLE TED - 10. SuiE..Iill:0 GY IIESPONSIBLE AUTilOlllTY
. a 19, CORiiECTIVE ACTIOrJ VLit!FIED iiY OAir I ;'o. D Ai E I 1 , , , , , . --- I ~n.-. .q,- - -. -- , . - , - ^ Page 2 of 2 ^ 3. UAt)IDi*tti.NO.~ 129 , ', ' OUAllTY ASSUllANCE DISCREPANCY :EPORT i
- 4. isiU2 oA rE [
/ 7/26/76 IIOJECT/D EPT./ CON ili AC TOli 2. Poli;T OF UlilGIN / g rigtg 5. GAD PilEPAil3D BY: l ' 'idland l!)its 1 & 2 Job 7220 ' 0 Orrict a. T. stojkov G, YlOllK PLAN DATE 7. CHECilLIST libd C. Y.*HERE TOUND D. OlsCUssED YllTH i !!/A fl/A Q.C. VaUl t D. fiathews 1 0, -COtJTROLLit;G DOCUMErlT, SCCi;0ii. r AHAGilAPH, ETC. Performance Specification Wil-l Rev. 0,~ para. 6.1 -
- 11. QUOTATION.
~ l'i. DISCREPANCY DESCalPTION gilbrmaker . Svrbol Discrecancy-Kriesche D-236 Thickness rance qualified for incorrect La B-252 Thickness range qualified for incorrect liartin B-198 Electrical. characteristics not -given ~ 0'Champaugh B-213 Passed / Failed not raarked Vegh B-162 Thickness range qualified for incorrect . Walmsley B-202 ' Passed / Failed not marked
- 12. RECOMMEND.ED CORRECTIVE hUlON ~
- 14. SCHEDULED COf.'.PL E TION DALE lb. liESPONslGILITY FOlt COHRECTIVE ACTION 8/13/76 Proiect Suoerintandant 1G. CORRECTIVE ACTION TAKEN
- 17. DATE COMPLETED i
- 10. SUiiMilll!O IlY IIESPONstutE AUTiiORITY l 10, CORrtECTIVE ACTtON VElllFIED CY OAL
- 20. DATE
..,,-.... l
- s. m -
,, g . . Attach:nent A , Route T: This Copy For - . File 16.3.4 .FMSouthworth SHHowell [ Issue Date February 23. 1976-CQHills GSKeeley , Project 11idland 1 Tv 2 HWSlager TCCooke # ,- JMilandin Cmmeis Fawcf File Title NCR's on Bechtel WFHolub " chardson Konconformance ' Report no _QF-78 This Nonconformance Report is Issued Tb: Prepared By[ #' Date 2-23-7/. Mr. J. F. Newgett Approved ByWMd .- Date M2 s/74 Project Superintendent
- Written).eplyReque By Date 3-08-7' Corrective Action Requested By Date 3-22-7:
who is resnonsible for co jr etive-_ action. Nonconformance Description und Suyuvaing Details: WFMC-1, Rev. 1, Welding Filler Material Control Procedure Specification," governs weld rod control for liner plate work per sectica 7.4 of Specification C-111. " Technical Specification for the Erection of the Reactor Building Liner Plate". Section 6.0 of WFMC-1, " Disbursement and Control ^ During Fabrication," requires that: ,
- 1) Where physically possible, low hydrogen type electrodes shall be used directly from the zod warmer. (Sec.6.4.7))
- 2) For combination welding procedures that require more than one classification of electrode, separate, individually identified containers shall be used for holding each classification of electrode. (Sec. 6.7)
~~- (Contd on Attachment) { AEC Reportable - fes C Ho @ See Procedure 9 (For Nuclear Projects Only) Stop Work Necessary Ye No @ See Procedure 16 - Stop Work No Noholdtagsapplied.)b ' ' Recem:nended Corrective Action:
- 1) Reinstruct all welders on. site in proper weld rod control and document the reinstruction.
- 2) Analyze this discrepancy as a generic problem ~with veld rod control and also describe in your ' response how weld rod cor. trol is maintained with Non-Q sub-
' contractors doing both permanent arid temporary work as well as Q work subcon-1 tractors. Corrective' Action 'Di. ken: . See attactsnent. - ] , .- herification of' Corrective Action Required Yes No i i'
- Method of Verification:
See attachment. d Uonconformance Closure Confirmed By "Ig Date : W--/J ~ 7 -/t - 7t. s V-I To be co::::pleted at time of closure by Consumers Power QA Services. Page 1 of 3 -a w - + . - r w -.a> , , - - . < - --, - - . , - mm...,. -,--.--,,,,,-,r we.m,,,vm + . /* Fila lh4 Issus Data Fcbrusry 23, 1976 l Proj ect Midland 1 & 2 l File Title NCR's on Bechtel Construction ! Attachment to Report No QF-78 (Contd) Nonconfornance Description and Supporting Details: (Contd)
- 3) Individual welders shall keep their work areas clear of unauthorized and discarded welding filler materials. Damaged and discarded electrodes shall be placed in waste bins or stub buckets and periodically re=oved from the work area or returned to the rod room at the end of the shift or upon coupletion of the work operation,
, whichever occurs first. (Sec. 6.8) ~ Contrary to 'the above requirements, a welder on liner plate dssembly C-111-69 was observed welding with a' stub, taken from a stub bucket, of low hydrogen rod (E7018) . It was physically possible for him to use electrodes directly from a warmer as there were other warmers on the liner plate surface. The stub bucket contained two types of electrode (E6010 and E7018) and the welder was using discarded elec-trades to perform the velding. - The welding bcIng performed was " pick-up" work on leak chase fillet veld. The NCR documents a lack of weld rod control in an area where Q-listed welding was in progress. 7 Corrective Action Taken: CN ' 1) All field welding engiiteers were instructed to review the points contained b in the letter from T. C. Valenzano to S. C. Hicks, dated November 12, 1975 with welders performing work under their inspection.
- 2) All field welding engineers have signed off on letter from T. C. Valenzano to ALL WELDING ENGINEERS, dated March 30, 1976 documenting that they have reviewed the appropriate require =ents with the welders.
- 3) The Bechtel. Field Quality Assurance Group has' determined that there is no trend to weld rod control findings as reported since January 29, 1974. The" random nature of the findings indicates that positive control exists within this area.
- 4) Field instructicn FEW-2 entitled " Welding and Weld Filler Metal Control -
Subcontractors" was issued April 19, 1974. This instruction establishes weld rod control requirements for all subcontractors doing work on this jobsite.
- 5) A revision of WFMC-1 is currently pending and should be received by Project Engineering within che next few weeks. The subject of this revision is the use end storage of low hydrogen veld rod. Receipt of this revision should provide additional guidance in the use of the leather quivers.
1 Method of Verification:
- 1) Weld rod cont ol was observed in the field for approximately three weeks to verify the effectiveness of the instruction. Weld rod control was observed v)
[ to be maintained by Bechtel welders. Page 2 of 3 = / / File 16.3.4 /, Issue Date February 23, 1976 / Project Midland 1 & 2 i l File Title NCR's on Bechtel I Construction l e l Attachment to Report No QF-78 (Contd) i Method of Verification: (Contd)
- 2) Docuuentation that the instruction was given to all welders was reviewed.
. *3) The Bechtel trend analysis was reviewed.
- 4) PIV-2 was reviewed. Subsequent to NCR's QF-78, QF-81, and QF-86, FIW-2 was
, removed from the active procedures file. Bechtel has indicated that subcon-tractors will be required to submit their own weld rod procedures for approval.
- 5) WFMC-1, Rev.' 1, which is currently in effect, will be complied with until the new revision is issued for use. -
, IIM On Corrective Action Taken and Method of , Verification Statement: 7-/g.7t. * (Additional corrective action was.taken relative to this discrepancy and was documented and verified on Nonconformance Report QF-107. See QF-107 for further O .. details,) i 'sh #
- Consumers Power QA vill do an independent trend analysis on this item when pro- ~
7-/2-74 cedures are developed. . The completion of CPCo QA's trend analysis will be held open via the CPCo QA daily log mechanism, Completion of the trend analysis is not considered required for closure of this NCR. ~ f^y ! j' Page 3 of 3 . . I
- Attachment A Route To This Cony For ylle
, 15,3,g / - F11Southworth SHHowell N Issue Date pnm w 3_ , o7 g G. HHSlager GSKeeJey. v Pro. ject m at,vsa 1 r. ? CQHills TCCooke r JHilandin EMMI File Title u no . ,,,, n ,, ,, u ,a UFHolub """""""" Nenconformance gehahison Report No op_gi This Konconfomance Report is Issued To: Prepared By d[#.-r -/Date S-3-74. fir. J. F. Newgen APP".e By IMd, Date M k . Project Superintendent Written RhReques[d By Date 3-17-76 Corrective Action Requested By Date 3-31-7 who is responsible for corrective cetion. - Nonconformance Descriptien and Supporting Details: Wnic-1, Rev.1, " Welding Filler Haterial Control Procedure Specification" requires under Section 6.4 7) that, "Where physically warmer". possible, low hydrogen type electrodes shall be used directly from the rod ' Contrary to the above, a welder on liner plate dome assembly C-111-136 was observed ; to be using low hydrogen rod (E7018) from a leather quiver in a stub bucket. .There- l were other rod warmers in identical locations on other dome assemblies and the ob- ' s served welder's rod warmer was on a scaffold approximately 10' from his location. ' p AEC Reportable ,Yes -G Stop Work Necessary Yes ' No @ 'See Procedure 9 (For Nuclear Projects Only) l \ No hold tags applied.g4, 0 no See - Procedure 16 - StoP Work No - l Recomended Corrective Action: .
- 1) Instruct welders 'in proper use of rod warmers.
- 2) Revise or amend Un!C-1 to allow the use of quivers, if desired, even in areas where physically possible to use directly from the warmer.-
1 C m m tive Action Taken: See Attachment A. , Verification of~ Corrective Action Required Yes X Ho hthod of Verification: , See Attachment A. ) konconformance Closure Confirmed By M l Date ::: 73. /s 7-/2 ~16 f Ib be cc=pleted at time of closure by Consumers Power QA Services. Page 1 of 2 l . Fila 16.3.4 , #~ Issue Date March 3', 1976 l [ , Project Midland 1 & 2 File Title NCR's on Bechtel Construction ( Attachment A to Report No QF-81 ! l 1 Corrective Aition Taken: \
- 1) All field welding engineers were instructed to review the points contained '
in the letter from T. C. Valenzano to S. C. Hicks, dated November 12, 1975 with welders perforning work under their inspection.
- 2) All field welding engineers have signed off on letter froti T. C. Valenzano to ALL WELDING ENGINEERS, dated March 30, 1976 documenting that they have reviewed the appropriate requirements with the welders.
3). The Bechtel Field Quality Assurance Croup has determined that there is no trend to weld rod control findings as reported since January 29, 1974. The random nature of the findings indicates that positive control exists within this area..
- 4) Field instruction FIW-2 entitled " Welding and Weld Filler Metal Control' -
Subcontractors" was issued April 19, 1974. This instruction establishes weld - s ' rod control requirements for all subcentractors doing work on this jobsite. ' v) ~ 5) A revision of WFMC-1 is currently pending and should be received by Project Engineering within the next few weeks. The subject of. this revision is the use and storage of low hydrogen weld rod. Receipt of this revision should' provide additional guidance in the use of the leather quivers. - 1 Hethod of Verification:
- 1) Weld rod control was observed in the field for approximately three weeks to verify the effectiveness of the instruction. Weld rod control was observed to be. maintained by Bechtel welders.
- 2) Documentation that the instruction was given to all welders was reviewed.
*3) The Bechtel trend analysis was reviewed.
- 4) FIW-2 was reviewed.' Subsequent to NCR's QF-78, QF-81, and QF-86, FIW-2 was removed from the active procedures file. Bechtel has indicated that subcon-tractors will be required to submit their own weld rod procedures for approval.
- 5) WFMC-1, Rev.1, which is currently in effect, will be complied with until the new revision is issued for use.
On Corrective Action Taken and Method of Verification Statement: 7-n -7f. . (Additional corrective action was taken relative to this discrepancy and was docu-mented and verified on Nonconformance Report QF-107. See QF-107 for further details
- Consumers Power QA will do an independent trend analysis on this item when pro-
~7-/Z-7 #' cedures are developed. The completion of CPCo QA's trend aralysis uill be held open via the CPCo QA daily log mechanism. Completion of the trend analysis is not ; considered' required for closure of this NCR. Page 2 of 2 i j, . ' Attach:nnt A ~ Route To This Cony For . File 1 ( t r, /~'s FMSouthworth SHHowell ! Issue Date March 23, 1976 () HUSlager GSKeeley u Project _ Midland 1 & 2 CQ11111s TCCooke P JMilandin CGr.5UmETS F0EEr. File Title NCR's on Bechtel WFHolub Nonconforzeance ' ""*""" ' gRichardson Report No 0F-86 mis Nonconfomance Report is Issued Tb: Prepar'ed By b
- Me .3'2.?-74 Mr. J. F. Newgen App m ed P, C f [ M k Bechtel Project Superintendent
_ateM.N7h ' Written R[1y Request [y Date 4 ' Corrective Action Requested By Date ._4-20 ' who is Tesponsible for corrective action. Nonconfomance Description and Suuuanin3 Details: WFMC-1, Rev.1, " Welding Filler Material Control Procedure Specification" requires . under shall be Section 6.4 7) that, used directly from"Where the rodphysically warmer". possible, low hydrogen type electrodes Contrary to the above,'one' welder on each dome assembly (C-111-136 and C-111-135) was observed to be using low hydrogen rod (E7018) from a leather quiver in a stub bucket. It was physically Discrepancy observed possible on March for the velders to be using rod directly from a wamer. 19, 1976. O' ' AEC Repo$ table b ,Yes C No @ See Procedure 9 (For Nuclear Projects Caly) Stop Werk Necessary 0 No x No hold tags applied See Procedure 16 - sto9 Work No. Recc=nended Corrective etion: 1) . Instruct who:2 welders it was made.in proper use of rod warmers and document reinstruction and to 2) Revise or amend WFMC-1 to allow the use of quivers, if desired, even in areas where physically possible to use directly from the warmer. 1 Corrective Action Taken: See Attachment A. ~ VeMfication of Corrective Action Recuired , Yes No O Method of Verification: See ' Attachment A. j Nenconfor=ance closure Confirmed By MM Date T N - / , 1 7-/2-76 p{Y . To be coroleted at time of closure by Consumers Power QA Services. Page 1 of 2 . _ _ _ _ _ _ ~ - - - - / __ i / File 16.3.4 j[ Issue Date March 23, 1976 ( \ Project Midland 1 & 2 /d File Title NCR's on Bechtel Construction , Attachment A to Report No QF-86 1 Corrective Action Taken: 1)- All field welding engineers were instructed to review the points contained in the letter from T. C. Valenzano to S. C. Hicks, dated November 12, 1975 with welders performing work under their inspection.
- 2) All field welding engineers have signed off on letter from T. C. Valenzano to ALL WELDING ENGINEERS, dated March 30, 1976 documenting that they have
, reviewed the appropriate require =ents with the welders. -
- 3) The Bechtel Field Quality Assurance Group has determined that there is no
- trend to weld rod control findings as reported since January 29, 1974. The random this area. nature of the findings indicates that positive control exists within
- 4) Field instruction FIW-2 entitled " Welding and Weld Filler Metal Control -
Subcontractors" was issued April 19, 1974. This instruction establisha.s weld p.- . rod control requirements for all subcontractors doing work on this jobsite. b 5) A revision cf WFMC-1 is currently pending and should be received by Project Engineering within the next few weeks. 'r' a subject of this revision is the use and storage of low hydrogen weld rod, Receipt of this revisic should provide additional guidance in the use of the leather quivers. 1 Method of Verification: 1) Weld rod control was observed in the field for approximiately three weeks to
- verify the effectiveness of the instruction. . Weld rod control was observed to be maintained by Bechtel welders. .
2) Documentation that the instruction was given to all wclders was reviewed. *3) The Bechtel trend analysis was reviewed. '
- 4) TIW-2 was reviewed. Subsequent to NCR's QF-73, QF-81, and QF-86, FIW-2 was removed from the active procedures file.
Bechtel has indicated that subcon-tractors will be required to submit their own weld rod procedures for approval. 5) WFMC-1, Rev.1, which is currently in effect, will be complied with until the new revision is issued for use. ' d ~0n Corrective Act' ion Taken and Method of Verification Statement: *k (Additional corrective action was taken relative to this discrepancy and was docu- ) J mented and verified on Nonconformance Report QF-107. See QF-107 for further details.) d , ,pg
- cedures Consumers Fower QA uill do an independent trend analysis on this iten when pro-are developed.
open via the CPCo QA daily Thelogcompletion mechanism.of CPCo QA's trend analysis will be held not considered required for closure of this NCR.Coropletion of the trend analysis is Page 2 of 2 _ _ ,_ ,, ' Attachment A Route Tb his Cony For File 1 Aa. A FMSouthworth SHHowell ; ) Inoue Date O v.,,, 9 c; _ to76 CQHills GSKeeley Project Miiiland 1. A 2 HWSlager TCCooke (. JMilandin COntumt:3 Powtf ylle Titie m% n., p ,ci,,,1 WFHolub Ouality contml
- Nonconformance
** son Report No OF-103* .
- j. This Nonconformance Report is Issued To: Prepared ByM Date # p p Qi
~J. P. Connolly Approved By@M8d Date .sI4~[// Bechtel Project Field Quality Control WrittenRehp Requeste d y Date Engineer A 95_7 . (V Corrective Action Requested By Date 6-25-7 who is responsible for corrective action. 4 Nonconformance Description and Supporting Details: 10CFR50 Appendix B, Criterion VI, Document Control states in part, " Measures shall be established to control the issuance of documents". i Contrary to the above, Master Inspection Plan C-231-2, Rev.11 was u' sed to prepare Field Inspection Plan C-231-2-667, Rev. O in which the inspection activities were signed off on 1-9-76. However, C-231-2, Rev. 12 was implementable on 12-30-75 to be used preparing Field Inspection Plans C-231-2-667, but was not used for final
- j. inspection.
1
- ., AEC Reportable Yes O no O see Procedure 9 (For Nuclear Prosect= onir)
Stop Work Necessary Yes No @ See Procedure 16 - Stop Work No Recommended Corrective Action: - l. Review the Field Inspection Plan Log for date completed. Review all plans that were revised within 30 days of the completed date for the plan to assure that the latest revision was implemented.
- 2. ' Provide a procedure to control revisions of open Field Inspection Plans to reflect the latest MIP revision.
13 Train'QC personnel on new procedure. i Corrective Action Taken: See Attachment. I . r 1 Verification of Corrective Action Required Yes @ .No 1 . Method of Verification: 1. Reviewed Bechtel QC FIP review cover letter for the review package to assure for legibility and completeness.- 2.- Review Bechtel QC letter of response,(FQCL-086).
- 3. Reviewed Bechtel QC letter of response (FQCL-086).
bonconformanceClosureConfirmedBy8 O. Date 7--/p Je t-I Tb be completed at' time of closure by Consumers Power QA Services.
- Corrective Action Taken, Item' 4 was added. - .
Page 1 of 2 - Destroy superseded copy of-NCR-QF-103 and replace with this copy.- , - i . - _ . . - _ . _ _ _ . - - ....._s ._....-.-... __. _ _. _ , _ _ _ . _ . _ . l ,,e' ( ,[. '" Filo . 16.3.6 , -(/
- Ierua D:te May 25, 1976 .
f ,_ Project Midland 1 & 2 ( ) File Title NCR's on Bechtel u ./ Quality Control / Attachment to Report No QF-103 1 Corrective Action Taken: 1. Bechtel reviewed all closed Field Inspection Plans (FIP's) comparing the date the FIP was prepared with the implementation date of the Master Inspection Plan. responseThe results to CPCo NCR ofQF-105). this review are on file in QC Vault (Ref: Bechtel QC 2. The procedure for controlling revision changes to Master Inspection Plars (MLV's) and Field Inspection Plans (PTP's) was found in Bechtel's Field Inspection Manual procedure G-6 Rev. 6 paragraphs 4.6 and 5.3.1. As a result of the in;. depth FIP review, all Lead Discipline Quality Control Engineers were thoroughly familiarized with their shortcomings and the FIM's requirements for revision of FIP's to meet requirements of revised MIP's. 3. The Bechtel Quality Control training session was held on June 24, 1976 on procedure SF/ PSP G-6.1 (a requirement for controlling open inspection records (IR) to reflect revision changes to Quality Control Instructions (QCI) The QCI's and IR's are replacing MIP's and FIP's. . 4. W. H. Benkert reviewed both MIP's for content. The EEP Rev. 11 which was pr , ;7f, used for inspection MIP Rev. 12. instead of MIP Rev. 12 was found more comprehensive than The later HIP deleted non-Quality related requirements such as concrete surfacing and finishing. i ( ) +j Page 2 of 2 .> = $ . Attachment A ^[. . Route Tb 'Dnis Copy For File 16.3.6 i FMSouthworth SHHoweli Issus Date mv 2'i. 1976 O CQHills HWSlager CSKeeley TCCooke JMilandin } CORSumers POWef Project File Title m a t :,na 1 &2 NCR's on Bechtel O WFHolub . Quality control GLRichardson ~ 4 DRTnhnsnn - This Nonconformance Report is Issued To: Drepared By M/ AMate .g--as-d , J. P.'Connolly Approved M By M[M Date M26[7d I-Bechtel Project Field Quality Control WrittenR[lyRequeste[ByDate , 6-25-7 Engineer 3, Corrective Action Requested By Date 6-25-7 who is rssponsible for corrective action. Nonconformance Description and Supporting Details: '
- Quality Control Inspection Plan MIP No. C-231-3, Rev.10, Act/ Task No. 4.00 states,
" Supplementary Records - The following supplementary records shall be reviewed to verify that the required quality documentation has been satisfactorily completed " ' and includes truck trip' tickets in Act/ Task 4.20. j Contrary to the above, batt.h ticket 07160 in pour package A(614)h did not show the revolutions of the truck mixer where required and was not documented with an NCR by Bechtel Quality Control. , AEC Reportable Yes_ No @ See Procedure 9 (For Nuclear Projects only) Stop Work Necessary Yes ' No See Procedure 16 - Stop Work No ; ~ Recommended Corrective Action: . -
- 1. Determine cause of problem and document with written reply to Consumers Power Quality Assurance Department.
- 2. Have Project Engineering make an evaluation to determine acceptability of concrete
, placed associated with batch ticket. 4
- 3. Train QC personnel on proper documentation of deficiencies.
Corrective' Action Taken: See attachment. 4 i 1 - i Verification of Corrective Action Required Yes X No hthod of Verification: j See attachment. I O Nonconformance-Closure Confirmed By kd Date~ A /g pg
- 1 To be completed at time of closure by Consumers Power QA Services. '
Page 1 of 2 . . _ . . _ . _ _ . . . . _ _ _ _ _ _ . _ . . ~ _ . _ _ ._.. _ ._._ _-._.__._._.,__._, _ . .. _ _ . __ . ~ . _ . - Fils 16.3,6 r /. ', . ..Ictuo Dats May 25, 1976 Project Midland 1 & 2 > '[./~ File Title NCR's on Bechtel Quality Control -(? Attachment to Report No QF-106 1 Corrective Action Taken:
- 1. ' Bechtel's response letter (FQCL-084) addressed the cause of the problem.
The problem apparently was the fact that ticket No. 07160 was placed at the ' end of.the placement and the laborer assigned to mark truck tickets was probably assigned to clean up duties before the truck was completely discharged.
- 2. Bechtel's telecopy from RLCastleberry to JPConnolly dated July 14,1976 in response to QCFM-2078 stated in part that, "the concrete placed associated i: with batch ticket 07160 in A(614)h meets the intent of Specifications ASTM C-94 and we recommend its acceptance".
i 3. The Bechtel response letter (FQCL-084) documented that QCE's responsible for , review of batch tickets were reinstructed to review all required entries during ' i' a training session held on June 29, 1976. 9 Method of Verification:
- 1. Reviewed Bechtel's response letter (FQCL-084) and cover letter by LRAlbert j
June 10,1976 to QC Files which indicated that all truck tickets were reviewed *f for revolution and time. The letter further stated that any errors that were i documented would not have af.fected the in-process inspection of "Q" listed l items. The list was reviewed and evaluated by the Lead Discipline Engineer. .
- 2. Reviewed Bechtel's telecopy and ASTM-94, 1973 sect 10.7.
- 3. Reviewed Bechtel response letter (FQCL-084) which documented the training
- session given on review of truck tickets.
a. e t i m
- 1:
4 ? e \ 'g - / e Page 2 of 2- * .- . ,-. , e v. -,...m..,s. , y--,--#- - , , - - . - , , ~ ~ , , -, e,--,-.---, ,v-, c rw . . . . .-*~ee-- .-,w~ vwe.- 3- .: I
- Attachment A Route 1b 21s Cony For
.FMSouthworth SHHowell File 16.3.4 HWSlager [ Issue Date June 1. 1976 GSKeeley- sm Project i CQHills TCCooke Midiand 1 & 2 p, J1111andia DmsumErs POEtf File Title WFHolub NCR's on Bechtel [ ' chardson Nonconfomance " l_ , Report No op_107 ' 21s Nonconformance Report is Issued ib: Prepared By 8M'c8'+. Date 4-/ *g Mr. J. F.~ Newgen Bechtel Projecc Superintendent Approved M Me/[ M Written M equeste Date _ 6-15-7 ' { o Corrective Action Re ted By Date 6-29-7f j- _ who is responsible for corrective action. . 9 Nonconformance Description and Supporting Details: 1 i - WFMC-1, Rev. 1, " Welding Filler'Haterial Control Procedure Specification" requires under section 6.4 7) that, "Where physically possible, low hydrogen type electrodes , shall be used directly fron the rod warmer". Contrary to the above, an ironworker" welder in the Auxiliary Building was observed to be drawirs low hydrogen veld rod (E7018) from a stub bucket where it was physically possible for him to be using directly,from the rod warmer. _ Discrepancy was observed on May 26,.1976. ~ NCR's until thisQF-78, NCR QF-81, is cl< and ed. QF-86, issued relative to weld rod contro., will be held open AEC Reportable .,Yes : No @ See Procedure 9 (For Nuclear Projects Only)
- Stop Work Necessary Yes O wo No hold tags applied. see Procedure 16 - Ston work No Recommanded Corrective Action
j
- 1) Revise General Specification G-27 to incorporate WFMC-1, Rev. 2 and issue for l
use.,. Rev. I will currently remain in effect for ASME Section III work. 2)' Instruct cognizant person'nel of new requirements and document the instruction. 1 ' I 1 i Corrective Action hken: j- See Attachment. . j 1 . - .I } berificationof'CorrectiveActionRequired Yes @ No C i of Verification:
- See Attachment.- -
A .. Nonconfornance Closure Confimed By ' Date 7-s2 -7.6 / 1 3b-be completed at time of closure by Consumers Power QA Services. '. Page 1 of 2 / l ' 'l y4
- Filo 16.3.4 I Issue Date June 1, 1976 l
' Project }fidland 1 & 2 File Title NCR's on Bechtel Construction ,m Attach:nent to Report No QF-107 1 Corrective Action Taken:
- General specification G-27-6006 (dated Ifay 28, 1976 and received at the liidland jobsite June 8,1976) was revised to incorporate Un:C-1, Rev. 2 (Table 3, note 1). This. revision:
a) e14"4 nates the rod warmer require:nent, b) pernits the use of any suitable container. , c) applies only to the Civil / Structural group. Cognizant personnel have been verbally instructed in the above require:nent. Field . Instruction, FIW-1, Revision 1, Bechtel Welder Guidelines, dated June 21, 1976, has been prepared. A meeting to discuss 'this instruction is scheduled on June 25, 1976. I ?fethod of Verification: 1) WDiC-1, Rev. 2 was verified as being incorporated into specification G-27 by Specification Change Notice G-27-6006. Revision 2 applies only to Civil / Structural work.- , 2) Work in the field was observed to be in co=pliance with applicable requirements. ~
- 3) Documentation of training session BT-49, held on June 25, 1976, was reviewed and found satisfactory. Session covered procedure FIW-1 Rev. 1, inplementation
. which concerns weld rod control and which reflectc the new requirements. The training session procedural was held with Field Welding Engineers who are responsible for implementation. ( ) - v i Page.2 of 2 /.' . , . Attach:nent A Route To This Cetvf For File 16.3.4 Fiwouthworth shhawell Issue Date HWSlager { l June 21. 1976 GSKeeley Project Midland 1 & 2 CQHills TCCooke
- p JMilandin con 5Umfr5 F0Er, File Title NCR's on Bechtel WFHolub .
construction GLRichardson Nencedomance pg, f Report No 0F-108 'D21s Noaconformance Report is Issued To: Prepared By ///NM-g~/ Date 8-2/~b Mr. J. F. Newgen Approved By Y8s N/ Date /////7/. Bechtel Project Superintendent . Written Rep (Requestiek Date 7-06-7 Corrective Action Requested By Date 7-19-7t : who is reroonsible for corrective action. Nonconfomance Description and Supporting Details: See Attachment. g' AEC Reportable Yes No X See Procedure 9 (For Raclear Pro,1ects On4) t . Stop Work Necessary Yes No See Procedure 16 - Stop Work No No hold tags applied. ' Recommended Corrective Action: See Attachment. 1 Corrective Action Taken: See Attachment. Yerification of' Corrective Action Required Yes X No of Verification: See Attachment. honconfomance Closure Confimed By ! Date 7-22-7t V 1 To be completed at tizne of closure by Consu:ners Power QA Services. Page 1 of 3 . Fila 16.3.4 Iccua Date Juns 21, 1976 Project Midland 1 & 2 File Title NCR's on Bechtel Construction I Attachment to Report No QF-108 Nonconformance Description and Supporting Details: 10CFR50(B), Criterion XIII, " Handling, Storage and Shipping," states that "Heasuras shall be established to control the handling, storage, shipping, cleaning, and preservation of material in accordance with work and inspection instructions to prevgnt damage or deterioration". Criterion V, " Instructions, Procedures and Draw-ings requires that activities affecting quality be prescribed by documented , instructions, procedures, or drawings. Contrary to those requirements, maintenance ,of Reactor Building liner plate was 4 not covered by procedure between the time it was released from storage and the time it was erected. There is no mechanism to assure that items requiring post storage maintenance are covered under the maintenance procedure (FPG-16). The following was observed on the liner plate: .
- 1) Unit 1, second lift liner plates C-111-55, 58, 59, 60, 61, 63, 65, 66, 69, 70, 71, and 72 had open leak chase nipples,
- 2) Dome liner plate sections D-9-18 and D-7-17 were in contact with the ground.
Recommended Corrective Action: .
- 1) The leak chase nipples have been plugged and dome section D-7-17 has been moved onto the jig. Further hardware correction requires that dome section D-9-18 be lifted from contact with the ground. Required material evaluation will be done under liner plate re-qualification. D-9-18 is located east of the dome jig buildings. .
- 2) Issue an F-10 form on liner plate in accordance with procedure FPG-16.
- 3) Institute a method to assure that items that require FPG-16 maintenance coverage do obtain the coverage.
, Corrective Action Taken: 1)_ Leak chase nipple closures were installed on Unit 1 second lift liner plates during the week of June 14, 1976. Concurrently, an installation maintenance - requirement form was written' (F-10-5) specifying requirements. F-20-17, on file, documents the corrective action taken.
- 2) Dome section plates require cribbing during storage. Plate section D-9-18 has been lifted from contact with the ground in accordance with this require-ment. ~
A / ~ Page 2 of 3 ' Filo 16.3,4 I 4 , Ierun Data Junn 21, 1976 jf. Proj ect Midland 1 & 2 ~ /"'N File Title NCR's on Bechtel Construction k-s i t Attachment to Report No QF-108 ! 1 Corrective Action Taken: ~ 1 (Contd) I ' 3) To assure tLmely issuance of F-10 forms (FPG-16), and to assure proper _ coverage, the following actions have been instituted:
- a. The construction schedule drawings are routed to the material maintenance engineer.
- b. A review of all existing F41 forms is being accomplished to identify the need for F-10 forms.
- c. Based on the above information, F-10 forms will be issued for the identified equipment prior to equipment release from stcrage.
d. All future F-1 forms will be reviewed when initiated to determine whether or not a corresponding F-10 form is required. This will assure that F-10's are issued in a timely manner. All action required for the liner plates and dome sections has been accomplished. -~ .. In addition, a full time Materials Maintenance Supervisor has been assigned to assure that the provisions of FPG-16 are accomplished. 1 - Nethod of Verification: -
- 1) The lea'k chase nipples were observed to be plugged. Forms F-10-5 and F-20-17 were reviewed and found satisfactory.
- 2) The dome section has been moved into the jig building.
- 3) Verified that the Material Storage Engineer has copies of the construction
, schedule.
- 4) Reviewed evidence of the F-1 form review and found the review satisfactory.
- 5) Reviewed procedural changes to field storage procedures FPG-3 and FPG-16 that will require a review of F-1 (storage) forms when they are initiated to determine whether or not F-10 (storage maintenance) forms are required.
[ . LJ e Page 3 of 3 . (. Attachment-A Route 'ib This Cony For File 16.3.6 Lyu111s dnMowell Issue Date s HWSlager GSKeeley "l July 13, 19/O J Project Midland FMSouthworth TCCooke. g JMKlacking Consumers PDwar File Title acc s on seentei GLRichardson . quaAAty wacrol JFNewgen Noncodouce JMilandin Report No @ -l M - This Nonconfonnance Report is Issued To: Prepared By g8/x/MI-Date 7/i>/74 ' J. P. Connolly Approved By .- @ Td A ., Date 7/r 7/76 Project Field Quality Control Engineer Written Reply Request'd e By Date 7/26/76 Corrective Action Requested By Date 7/26/76 who is responsible for corrective action. Nonconformance Descriptien and Supportir.g Details: On the morning of July 12, 1976 notification was received from Bechtel QC that the rebar 'in slab S-3 at elevation 632'-6" was complete and ready for CPCo QA to inspect. During the CPCo QA inspection, one #11 wall rebar in the slab was being installed. Also at the time QC turned the rebar over to us, one vendor drawing (A32 Rev. 2/F4) had not been approved by the Resident Engineer. QC was. aware of the rebar not being in place and had earlier told the superintendent to have it installed. They were also aware of the drawing revisions which had been made but not issued. AEC Reportable ,Yes O no @ eee Proceaure 9 (For nuclear Project = osar) d Stop Work Necessary Yes O no x see Proceaure 16 - StoP work no Recommended Corrective Action: Re-emphasize to the' persons involved in turning over rebar to CPCo QA for inspection that any exceptions shall be noted on the turn over or all of the work shall be complete when the notification is sent. 1 Corrective Action Taken: Verification of Corrective Action Required Yes No O Method of Verification: bonconformanceClosureConfir=edBy _ p) . Date .!\w/ 1 To be completed at time of closure by Consumers Power QA Services.
- Page 1 of 1
, . Attachant A - Rruta 'Ib 'Ihis Cony For File 16.3 } Issue Date July 76. 1976 fQ _FMSouthworth SHHowell Project Midland 1 & 2 V .CQHills GSKeeley HWSlager TCCooke C0fl8timtf5 POW 9f File Title NCR's on Bechtel JMKlacking
- GLRichardson Nonconfomance JMilandin Report No QF-110 This Nonconfomance Report is Issued 'Ib: Prepared By ((MN/ ate 7-;2 7-7/==
J. F. Newgen, Project Superintendent Approved By k[., Date //z/[7 6, J. P. Connolly, Bechtel Project Field Written ly Reque By Date 8-26-76, Quality Control Engineer Corrective Action quested By Date 8-26-76 who is responsible for corrective action. Nonconfomance Description and Supporting Details: See attached sheet. AEC Reportable Yes X No O see Procedure 9 (For Nuclear rroseot= only) Stop Work Necessary Yes X No O see Procedure 16 - stop work No Recomended Corrective Aetica: ~ See attached sheet,' Corrective Action Taken: l Verification of Corrective Action Required Yes No hthodofVerification: i
- konconformance Closure Confimed By
[ w Date l \ 1 To be co=pleted at ti=e of closure by Consumers Power QA Services. l Page 1 of 2 / Fila 16.3 I :un Dato July 26, 1976 . Project Midland 1 & 2 Tile Title NCR's on Bechtel / 3 y; Attachment to Report No QF-110 9 Nonconfonnance Description and Supporting Details: During a preplacement inspection of re.bar, S-2 slab at 632'-6" in the auxiliary building, the following deficiencies were noted: j (1) Bechtel drawing C-220 Rev 7 shows a " Typical Bean Pocket Rebar Detail" which states in part, "If horizontal rebar does not continue through the beam pocket, add one bundle of 2-#11 or 4-#8 T&B". ; Contrary to the above, the been pocket at Ec line and 6.6 line did not contain the necessary rebar over top of the beam. l (2) Inland Ryerson drawing A32, 2/F4, Sec yay shows 7#8 x A8 hooked ribars to be l j installed on the east and west sides of the depressed area respectively. I Contrary to the above, only 6#8 x A8 hooked rebars were installed on the east and west side of the depressed area. (3) Inland Ryerson drawing A32A 2/f2, Section A-A, between "K" line and "Kc" 1 l line, shows 12 #8 x A 25 B @ 12" Z bent rebar. However, one of these bars : was cut because of interference with a WF beam and a noncontact splice bar t g was not installed to replace the cut out portion of the Z bar. Recommended Corrective Action: ' (1) Correct existing problems or provide engineering rationale to "use as is". (2) Develop additional corrective action over and above that of Consumers Power Stop Work FSW-7 and Bechtel Stop Work #3 to assure that rebar placements and inspections will be of such that all rebar will be installed according to design and specifications. (3) Bechtel perform an engineering analysis as to whether the safety of the plant would adversely be affected had the rebar been omitted and the splice bar had not been installed. ;p Page 2 of 2 I ) I /\ V F RO*4 DATE OF DOCUMENT CATE RECElvED NO-Cm PovER ConFANY s/24/76 s/26/76 60944 LIR. ME t i . REPOR T OTHER TO ORfG CC- OTHER g ( ggg ACTION NECESSAR* CONCgRRENCE O ^ * * *** I l- NO ACTION NECE$$ARY C COMMENT O =< .LA55sF . POST OF F*CE FILE COQE REG NO C E SCR IPflON tVent Be UracLass%I REFERRED TO DATE RECElvED Ov DATE MTim24 MUCLEAR FIANT AI43-106 NN/THORNBMG MONTHLY NON-CONFCR)nNCE REPET FoR JULY 1976 II FIIJM **""'5 , FIR / LOCAL FIR /M5IC/ COFIES FCR FDRyLOCAL,MSIC AMD DTIE M II SENT. REACTS FACILITIES BRANCH ASLB , v REGION III REMARKS v en - E r, v 4 COPY SENT TO REGION III - L A 7 O $ Ni>CLE AR REGULATORY COUM'SSION FORM NRC }NS - MAIL CONTROL FORM n Ts, l < _ _. , - _ , . . -}}