ML19329E879
| ML19329E879 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 03/31/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329E871 | List: |
| References | |
| NUDOCS 8006180711 | |
| Download: ML19329E879 (83) | |
Text
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NONCONFORMANCE - RLl'ORY LOG fe STATUS BOOK '[' "
g 17.,. }
- 22. %-{', f.}. -
REPORT DATE '
"1 -
.MJ PAGE CO*.*PL.
- 1. PROJECT NO- 7220 """
2 3 4 5 NCR ORIG. NONCONFORMANCE STATUS NO. DATE PREPARED BY 6. 7. ATE 8. D ATE 9. D AT E 10.
DESCRIPTION / REMARKS ROUTE XMTD nCTD CLOCEO CLOSED BY 220 11 'W. C. 0 'lle il C-111. Bulce in sito.g_He.Ld . S S li- 2 flo 74 cield L 1 - 14' 12-16 S. Tucker 1.109 11 74 -74 -74 221 11-14 R. G. Lussier :-111. Buloed and Tr..n , i n e r P l iti c__S '-
-74 rield flo L1-18 12-10 R. G. Lussier 10-U-2 & S1-11-U-2 1.109 11 74 -74 -74 2 11 R. Revereza :-231. Aux Bldo Reha.- h;nken F1 I; o 't ' . flo 74 7ield 'L1-18 11-22 L. Johnson 7.4 Line 1.203 il 74 74 -74 223 ll R. Revereza :-231. Aux Bldo Reba r btp. ken. El. 593'
-74 rield fio 'L1 1-13 L. R. Albert 1.203 ll 74 -75 224 11-15 R. A. Moray i- 5. Deviation from Stotago Ronoirnmont: Field Tio .2-10 4 R. A. Moray
-74 -75 (1-13-74 774 225 2 4 ll-19 L. Shively C-230 S l u m n o u t._o f sm.m _,_o c u r CC(6or}r t pi e ;,I 11-26 2-13 L. R. Albert
-74 1.105 L1 ?4- -7d -75 226 L1-19 L. R. Albert C-230 lla tar /lenent_Ralio_aut of enne; ;4 eld 11-26 2 2-13 'L . R. Albert
-74 Pours A(583.25)d, A(578.67)f 1.205 41-19-U4-74 -75 -75 29' l1 P. Carpenter C-230. Sand failed orada t ion reouirmnt Field- 11-26 -75 2-12 2-14 L. R. h crt 74 - -75 N Pour A(597.25)P 1.205 L1 J4 .7 i N 228 .1=20-74 R. A. Ito ray Q- 2.13 A . G-321n Forntimpranoelv fi l I cd = P out. ~
No I'2I' I'k%
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1.101N .S.1-0 -75 15 m 229 11-20 r-<
ll . C . 0 ' il e i l C-111. Gouge in Dome Liner Plate
-74 '
F ield flo 1-22_ 3 A.L.Bogen 1.109 11 74 -74 -76 o 230 11 T. Ila suoo d C-111. Sharp Bend in Dome liner Plate F ield G
-7/- flo 11-25 g Hu-U-la 1.109 11 74 -74 231 11 T. Haswood C-111. Bulge & Tear in Dome Plates Field flo 11-25
-74 12-11 A.L.Eculden 10 - 1 u - 3 7. RU-4-9 1.109 11 74 -74 -73 E.To.1c: oor ' 2E*'*
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4-s-70 gp, NONCONFORMANCE - REPOR LOG & STATUS BOOK u. ' ' " ' '
'I ' E ' * "P'~5 ## ~ #<
mJ Jk"}/ REPORT DATE PAGE COMPL.
'C"'*"*
- 1. PROJECT NO- 7220 NCR ORIG. NONCONFORMANCE 8A 3 DATE PREPARED BY ' ^
N O. DESCRIPTION / REP / A'iKS '
ROUTE F TD C OSED CLOSED BY
~
352 10-29 R. A. Moray %?0$_ ci rnni t nrnnienrn . nam g1nton; anm-> gna - Field .
-75 Identificatinn - _7 3 101 10-29 75 353 11-!4 H. D. Foster C-111. Denp imporrentinnn netna nn n 111 il. Field No 11-$ 11-18 H.D. Foster
-75 during coating work 1.109 1 1 7 5 -75 -75
. o 14 11-$ C. F. Clark 0-111. Dome liner nlate brok !n. C-111-15 Field No 11-6
-7<
1.109 1 1-5-75 -75 355 11-10 D. L. Osbout c-210. Flynsh below weight o t_one ticket, pour FJteld 12-8 1-23, 1-26 L. R. Albert
-75 A(64)b 1.205 ^ 1 '0-75 -75 -7 6_ -76 356 1 1 - 114 L.R. Albert C-230. Air content. Pours A(59911' & A(487)b' Pla1A 12-8
~
-75 -76 -76 1.205 n_g_.E -75 357 11-17 R.A. Moray F-1-193. M-92 Mot ovn hontors._di nnnnnnetna pield No 12-8 2-19 R. A. Moray
-75 1.001 ; gfff 4 -75 -76 358 11-17 H. Boleen T 117 Valvn Tngf ing rannirn-icp tn vin 1 2 tea Field No 11-23 3 $1. D. Foste r
-75 Asag ,jfj jf -75 -76 .
1-23 1-26 L. R. Albert c 7 11-214, E. Dutton %230. Aircontenthigh,. Pour #A(fi19)n Fidd 12 - ,7g
-75 1.205 44-4-7s -75 360 11-25 R. Bennett 3-231. Curing temperature be' ou 600 . 3 hra. Pf al a 12-8 1-26 L. R. Albert
-75 Pour #A(619)a 1.205 -76 -76 14-26--75 -75 w , . . ,.
361 11-26 D.C. Thompson 1-h?. Cnnduit npaning, Any TP,dg ",1nh puni Pon1 Meld 12-12 h-30y 2 D. C. Thompson
-75 31ab 3 006 22 2- 3 76 =76 3-12 362 12-1 D.C. Thompson bh2. Conduit size reduced,_!.u_ d lde elab. -EicM- 12-5 t2-2-g -76
-75 -
3 006 -75 pusub si o-1s t- W 363 12-1 L.R. Albert c-930. vniling untnv unnv tnnt_ wM- 12-1-79 12-16 12-18 -75.nk,W. 'R]. Alber-
-75, 1.10$,1.20$ 12 ' 75 -75 AAO-1;3 09 '5 11 1 OC-G3-1
.9 Og . Page 33
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NONCONFORMANCE - REPOR (LOG & STATUS BOOK REPORT DATE T'& i " D " M *
% ")
/
7220 PAGE Co',1PL.
o.c. Enc. sicN
- 1. PROJECT NO.
STAWS NCR ORIG. NONCONFORMAICE '* ~
CLOSED BY ~
PREPARED BY route X TD C oSCO NO. DATE DESCRIPTION / REMARKS 7 2nR. Fly, =h Ta =+ Praguerry, more tb,n Mibld 2-19 376 2-4 D.L.Osborn 2=4 =76 -76
-76 100 tons received w/o user test 1.105,1.205 =
C-208. Concrete test frequency exceeded, : Field 2-19 377 2-5 E. Dutton l.205 L-h7A -76
-76 Pour A(633. 25)a' :
C-2 33 A. F-3043 Relonse 1132; Nel snn Stu rla nr Field No 2-5-76 3-31 R. A. Mo ray 378 2-5-76 R. A. Moray 2-5-76 -76 Back-Up Plates have defect.ve welds 1.202 M-l. Purific_. ation nemineraliser_ opened; inn B&W No 3 - 2 5'-
379 Z6 D. Martin -76 found inside ASME 4.038 2-9-76 Z-45 2-12 2-25' L. R. Albert C-231 cnncent o e n vi ng_t.cznpe r , tu r e , perre m rd -76 -76 -76 380 2-6 E. Dutton 1.205 = 2=9=76
-76 A(633. 25)a' & TT(606)a No 2-17 3 R. G. Lus sier 381 2-9 G. Depew C-50A, Liner Plate heat number discrepancy Field
-76 -76
-76 1.109 2-9-76 No Z-17 2-27 p. L. Osborn 382 2-1I D. L. Osborn C- 111 - T iner. Pint o t nle ramen ifnit 41, Pleu_- Field
-76 -76 650'6" to 651'6" 1.109 2-11-7(
-76 83 2-11.- s D. L. Osbox n G-2 30. ITalf vard of hich slump concrete,_pou r Fidlil 2-19
-76 A (630. 7 5)a' l.205 = e:12s70 -76 384 2-11 II. Boleen Pf indA_ Pipe spools witluhipninn dnmann Field ind improper painting ASME 4.164,4.1 74 2- h
-76 R. A. Moray
- id Z- 3-29 3-31 385 2-13 R. A. Moray WFMC-1. Weld rod heat ti catment temperatu 76 M3 =77
=
?-3029. ASME
-76 --
3-26 R.A. Moray M i nfu Hanga r e vennived withnnt C /R pintee c-20-76 Fiel d 76 386 ?-19 R. A. Moray -76 ASME 4.131
-76 welded on. 3 C-111. Penetration tolerance finit !I 7 . Pl o v. :pield 76 387 2-26 D. L. Osbo rn
-76 635'6". 1.109 =E =2TF ~76
- 11. PA N of.-G3-1 1
AAO-103 d [ i
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,* NONCONFORMANCE - REPORT LOG & STATUS BOOK N' D HEPORT D ATE PACE COMPL.
av M o.c. Enc. sion 7220
- 1. PROJECT NO.
- a. s. STATUS
- 2. 3.
NCR ORIG. NONCONFORMAIJCE 6- ^ '
PREPARED BY f. T o CLOSED CLOSED BY DATE DESCRIPTION / REMARKS route NO.
No 3-4g 3-31 R. G. Lus sie r sn ( Liner Plate heat nuinber discrepancy Field 388 2-26 G. Depew e' -76 S8-1-U1 1.109 2-26-7n
-76 B&W 389 2-26 H. Boleen (4 1. cn nM Sn evice ornctire relindor anmno ~ '
-76 ed @ off-loading N/A 2-27 H. Boleen M 104 A . Pipe snools with_2aintine and weld .,'27-76 Field 390 AS M E .f,19'.p
-76 end prep discrepancies Field .
No 3-12 391 3-2 P. M. Pitt s M-104A. Code Data Form and other document s 7'6 for one spool ASME 4.164 1-3-76
-76 m ?? 3-16 3d7 3-22 L.R. Albert 392 3-8 T. LIEB C-230. ? i n ety_ day c o n c v nt e nt vnnght e I.205--
1- z. 46 % -76
-76 A(599)m', A(612.5)d' Field 3-8-76 DO f li C-304. Erdbed C-6 not loc ated per DCN #2 393 3 P. Neiswander : C-287. 1.201 3-8-76
-76 F4 eld-- 3 'd ' -
C-230. Flyash content, ticket 075072, Pour 394 3-15 E. Dutton l.205 ? 1E 70 7b
-76 A'630. 7 5)b' 1-10hA. Pine spools witn loc se end closures Field
,,)$ 3-22 R.A. Moray ASME h.16h,h.174 3-22-76
-76 3-25 Anv Elar 'A' 14no un11 = -ghl- 3-23 -76 396 3-22 W. Faulkner C 931- Unknvn amittna -76 pour. 1.203 h2h7f4
-76 C-231. Curing temperture. ?our C(62!1)n' F,isld h-2-76 397 3-22-"6 E. Dutton 1.205 _mg b25 C-231. R eba r omitted, An.tBfdg 8.T ' F. ' K ' h id- 3 7
-76 398 3-23 R. Revereza I.203 3-23-70 76
-76 line walls 3-26 L.R. Albert 399 3-23 L. R. Albert C-231. Preplacement FIP pigned-off for nour Field No 3-2d
-Y6
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-76 A (6 3 0. 7 5)c', rescoped down to A(624)a' l.203 3-24-76 AAO.103 d page 36
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NONCONF.ORMANCE REPORT 2,79 Or -l -
DR AwiNGer ART NO. (spec,) ;REv. 1. Pn O;E C T NO. ii: s[ PORTED ev jDATE 75. D sPOS T TON CONCUR n E NCE 2*"" " ' " " " ' - ' " ' " ' ' -"-
72 20- C-111 l5 7220 i: .gg[y v Aco A 0, 6)4'/ I //_g o/J4 X-
.YEM D:sCR.PTBON .. T EM LOC A T TON a.a.m. A.b._ '
D or i DA -*
Dome Liner Plate. J1;; f' a_c B /[jb
[ % !//!T/-#[/A-f/1(1 h-- , , _ h-M.'
save 1RI AL NUMBER 9. ST AR T UP S Y ST E M NO. l'.. Fi [PS A C E M E N T P A R T NO. REV. e.osa c e e e,6a e es, nn-9-14 N/A !!/A l
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PU RCN ASE ORDE R NO. 3 0. QC F tELD 8NSPECTION PLA N NO. 8 3. REPLACEMENT SERI AL NO. j/.
722 0--C-50A C-111-115 !!/A "A'"-==* """ ""
5N T EJ A CT O R/ LOC AT IO N 99.ASME O YES 9F.$OURCE Southern Boiler & Tank Works, Memphis, Tenn. ,'T E M Q NO Construction E. ROUT 0NG GNST RUC TION 51 ROUTE TO FIELD ENG8NEERING O aO u r c TO M aT r a'^'sure**visOa
- 9. N O ' 84 FORMING CONDtTION:
Durinn ensimatti. fig _insneqtion of dome pittes, a f,ouge was found in the edge of this lower plate asrembly. The gouge is located approximately 7'-0" from the base of the assembly. Along the center field seam.
Itsm '_'0" No. 1.109 -
l- / ~) G //ot n 79M /9APA. /2*D w.
QF8C LD D 85PO59 T 80N QFIELD RECOMMEND ATION/ ROUTE TO PROJECT Ek GINEEltlNG 2 9. F tELD DISPOSITION RESULTSt
.c p_31 r e Remove _ gouge _dJortion of plate and replace with sound met al. All new seams shall #pjwr ce,..f/ffn> -
afegre4 ru.
be covered by leak chase. This ,is an approved standard repair procedure in accordanc fa, fjf,, ,, fo ffe ,, f,%,.y,r, with Spec. C-lll; Appendix "B"; Section.3.5. Work may proceed. Implementation pg, e ff,,gg,f7pf ,,, ,,,,, ,g,2 exyected prior to 12l1/74. Cyg._(?Th Jg,y . 73 & Usur /M/ _ sk x/> i )/C f.~x e w /> -
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'2, ENGIN EE RING DISPO58T60N 2 3..F NGIN E E R IN G DISPO50T aON f4ESU LTS:
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NONCONFORMANCE REPORT ^"'
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- 2. D R A WING /P A R T NO. . RE V. 7 PR OJE CT NO. .2 n U NTED 9A E 25. D sSPOSe t EON CONCuM N E NC E Snec. M-117
- 3. S T E M DE 5C H tP F RON
!5 7220 gh7h Mw !// 7/yg --- j ~p"f- L-"
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.S. 0T E M LO C A f TON Q C (1(.J L. D /i-l *f * /) . 3. V 4 #D A TED av DATE -
- L Chc i Yalve 0,6 E NI A L NuM BE R Receiving-Area [h dI-
- 9. .T A R T uP S Y ST E M NO.
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Q g -[ N . l 4632-04-1-1 2N-464 N/A , N/A l' M E %V. ,; ,,,,,,,,,, ' , , , ' ,-
C. Pu RCH ASE O R DE R NO. .0. QC F OE LO INSPEC TIO N PL A N NO. .4. R E PL A C E M E N T SENI AL NO. gy ((* [ [ *
.7220-H_117 AC M_1U-R-6 Rev. O N/A p'" *" ' ' '" " * * * '.*f
- e. CONT u ACTOniLOC ATiON ...A.ME o VE. .T.ou=CE m
.Anchgr D,ar,1,fpg/Jiavward , California
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f ~ * ~' Spec. 7220-M-117 Rev. 5 para. 13.1 states in_part, "Each valve and each operator shall be provided with imnressed. stamned, or etched stainless steel engs." Para. 13.2 states, "All valves shall be boxed, crated or secured to skids and protected against damage during shipment, storage and handling." Contrary to the above, valve 6" EBB-CK-P K'/SN 4632-04-1-1 does not have a tag. The valve body protective coating is marred and s_cratched,_;;ie-down strans are broken, and the valve tag is sacared off and missing. Unit No. 1. '"k"No. varies.
Nonconformance noted during receipt inspection. l lloid Tags applied.
I e. gr.ELDosPos. ton Or'E'o aECoMMENoa TioNiaouv E v o Pao'ECr rNoe' E r a.NG 2. . r.E LD o..POsmON .E suLT s.
Route this NCR to Procurement;.___Eicid_Erocuremcat_Supervisot_to_obtain ment tag from the valve manufacturer. Field Engineering and Quality Control to _
n replace _ Ylc h, >
Th c/NNh[W f 25h/
EA:d-d.
verify _ attachment of new tag. T ,$ A4 If-QO ; 1C ,
- 22. E NGIN E E N tNG DISPOSIT 4ON 2 3. ENGIN E E RING D.SPOS.T SO N RESULT S:
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y -. 5 NONCONFORMANCE REPORT "^*** **'~'""'
MATNTPTFN& - iRaiv7 WO"ETvTu? '.TN M E~ ~.v~D '
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__JSK CA-84
- s. eiE m uE sC R Pr ON
!0 7220 / / jf; If -I-74 """" lilg""~ j "" " j ""
.ON CONC n CE
- a. srEu TOC A r ON ev a.,o A T E o n v/ 6 0 ATE A
_1200_Back-up._ Elates __Combin a elon_Sitop C. l E N G A L N UM BE R
- 9. s T AN T UP 47s f LM NO. Y+ l /_f $.1 G t N b '
Rt PL A CE M EN T P A R NO.
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" 5'74seta e u H AsE ORDER NO.
19 GC r tELD $NSPECT 80N PL A N NO. 4 PL A C E ME N T sE R I A L NO.
__7220-F-3043 Release #_32
- d. CON T N AC TO R/ LOC A TION C-233A-R-29 N/A_ A ""*
19.AsME O vEs 5c uacE
//_-'* "_""* ", _* ~""[/'
CODE
_ Inland fyer. son 1Soutl fiqld, Michigan
- s a nOu viNG N. sr R uC r iO N s 3 2 *Ew El NO Vendor
- _ - v om QROurE 10 r E Ln ENGeNEEniNG O a o u'E 'o M a' E a'a' SUPE a v'5oa 9
SNCONFORMING CONDIFtON:
Specificatio L7220-C-233_Rev. 6 paragraph 7.2 states in part " Welded _jo_ints shall be made
__in_accordance_Sith_CadcloLWelding_in Building _ConstrtLc_ tion _ AWS Dl.1-72. . ." AWS D1.1-72 Part VI - Stud ,
.__Neldin g_ pa ra g ra p h_.4 . 30 .1 s ta ten _in _ p ar t , " T E._vis ual_ ins pec ti an_. reveals _any_s tud_she ar_conne cto r tha t_ doe s_no.t
._show_a_ full '160_ degree _ veld fillet .. ,_such_ stud-shall_be-se uck_with-a hnmnor and ben
_ _ e ta nn nngleaf l'i degrees
__s uh fIom_ils_sttiginal.
n n o unn t-mis...istuds_that crack _cither_in_the_ weld,_the_ base metal on the shank under inspection or _ _
=trnfr.hronine enn11 ho v.o n i n o n ,t a a.
Q redo oesPOseriON ~ []reEto acCOMd[No ArsONfROuv E TO rRosECT ENG NE EReNG an r EEo o,seOver ON REsuLrs=
Return mat.etj_al to_ supplier
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_ 23. E NG 0NT E R4NG OtsPOseTION REsuLTss A e
O NO O V Es. sE E ATT ACHEDs ** "'j,$',fp",E^/ *7j^ b j'-3 7 g L f g i E [ .7 " ~ ~
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SHIPPING NOTICE '- -
Joo NO. 7220 3g po_ 7220-1750 347c February 5 in 76 i s coasiongo yo Inland-Ryerson Construction Products Co. ATTN: Jim Fountain
^
ADDRESS 21411 Civic Center Drive Southfield* MI
' TOUTING COLL ECT PR EPAID PURCHASECRDER NO. O S & D NO. ORIGINAL M RR NO .
7220-79 AE0 - 1227 MATERIAL ORIGINALLY VENDOR PURCH ASED 0 N P O. NO.
Sj,HP 7220-F-3043 Inryco REASON FOR SHIPMENT MOTOR FRUGHT PARCEL POST Return for repair / Replace SHIPMENT AUTHORIZED FOR BECHTEL OY: BILL OF LADING ATTACHED XXX N. Shawl /B. Grubich ITE C QUANTITY UNIT COMPLETE DESCRIPTION 1 1200 ea. Plug Weld Back-Up Plates l ntsrU q; y
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SUTHORIZED BY: Jict Fountain AUTHORIZAT{0N NU M B E R: Verbal CREDIT TERMS
!OMPANY InryCO SHIPPER .
Bechtel ACCEPTED FOR SHIPMENT
's 3500 E. Mille r Rd. -
'ORESS DATr 19
\ Midland,yMI
/
48640 CARRliR RMrer ,,,,
._ / _ ,~ _ P_ W , PER --
E. CrubiCh g g 7220-1750
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NONCONFORMANCE REPORT "'
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2,. OR A b d.N Ce /PA R T No. ,
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S<uthern Boiler & Tankworks, Inc. Tenn. .1== C'2 o Vendor
... Rour.NG .NsvRucT oNs, ym.our e io r a to e ~G.NccR.NG o Rour, m uaieR at sv cRv.soR i!. NoNCo N F o RMING Co ND.T.oN s Two discrepancies exist between mill heat number documentation and the vendors transferred s tnma heat number.
The documentation mill heat numbers is 518A0703 with Slab Number A79080 and the other plate mill heat number is 518A0703 with Slab Number A79061. The plate is vendor transferred stamp _ed 518A08040 and Slab No. A79080; also the other_ plate heat nuc:ber is stamped 518A08040 and Slab No. A79061. The qtacstion is with '
.__the mill heat numbers; the slab numbers are in accord.
Discrepancies detected dur_ing QC Field In5pe,ction Review.
One hold tan attached. Item "0" No. 1.109.
> > . g .c oo o.scos. .oa O"t'o "Ecoaar ao^rsoataous e vo ,Ro,ccT cNo.Ne.R. G : . . , .. o o.5,o s. .. R s uu s, T i cid_uill__ contact l i ncr_ pin te_vnndo r_and_ ask_for._ver_ifica t. lpn_o f_._cor_ rec t hea t Cenqq- //c u,- {G,._5/M (3'7o3_lM_s
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_ may proceed.~ (I , 6 (~I w r- ~ t 3.- 7 (j~
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MEMORANDUM 9
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f4 AtlVFACTUitFITS OF CAfiHOli STC5 L ALUMit;UP4 E. S TAl!4L ESS S TF.F L TANM3, PDCSSUff C VCSSCLS AP4D F ADHICATORS OF PLATC STCCL (co s) 527 7371 1109 Thor 4AS sfearrt h 0 v
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Bechtel Power Corporation ' eu: .+ :E .*
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Midland, Michigan 48640
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Attention: Mr. J.F. Ne, gen v:e y - .-
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.D& */ .": ?, 0 Gentlemen :
bER.~2(-4 . . . . . .
shell In response liner to yourISS-3.
plate material letter of February 16,1976,.we have checked our files on Our investigation indicates that the correct heat number is 518A0703.
liner Thic panelIctter will serve as your authority to re-stencil this particular shell accordingly.
O' 31sicerely, .
.SOUTHE2N EDILER & TANK UORKS, INC.
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l Robert L. Strong, h.0 % q lia ma $ j f
'2UIl fC7))G 1F3 Chief Engineer 9
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NONCON70RMANCE REPORT ***' ~~~
" ~3~ '8 5 G.EOT. 5".~.1 no. ;-"?' T"rWo',TG".E -
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NDec. 1'FMC-1 ! ] 7220 7,M.fN%[5'
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- E701 ___QC IIold Area !1-/3-76 c.saa.Lwouaca3 Ueld Rod .. sv aa vue sysva m no. y. ..t I'_k,t.ca u z u r no. c..f_pd W
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1220-F-3029 WFMC-1-R-34 N/A a co,.1..c,o m oc.r.o
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~o con.onumc.co o.r.ou, impact tests for carbon steel and alloy filler materials to he performed in both the "as welded" and " post heat
_ treated"_ condition._The_ temperature for pos t weld heat trea : ment for P-1 materials is 1150 degrees F + 10 degrees F.
Certifications for 16,700 lb of 3/32" E7018 weld rod with Lo:: No. L529NI AC and Neat No. 412T5581, .17.,500 lb of 1/8" E7013 weld rod with Lot No. K519M1AD and IIcat No. 07L441, anil 7,600 lb of 5/32" E7018 weld rod with Iot No. L510:11AE and Heat No. 01L559 all shou that the post weld heat treatment temperature was 1125 degrees F. Continued on Sht. 2
- a r.c t o n.s,o s...on Q.c o c co-oc uo... oui ov c vo eno, c, cus.~a.co.~c 2. . c.c oo o.s os.r.o n e sut,s, Field reconnends "use as is". ASME Sec. III Table NB-4622 1 1 1971 cclition allows a mininum post veld heat treatment of 1100'>. NB-4623.3stati5:"Duringholding period, there shall not be a greater difference than 1000F betueen the highest and ,
lovest temperature." 1125 F meets both table NH-40.?2.1-1 and para. NB-4623.3.
! c N G.N C E F..NG o83Po s.T .oM fliaWh-!& 2 7 4-2 3. c G.NE E R.NG o. Eros.T.o M t sutise Project Engineering _ concurs with the Field recommendation t) "use as is." WFMC-1 '[ p.f,.2-g is presently under revision to require PullT at 1150' + 25*, which would cover the
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_ di p-1125' used. ASME Section III Tatle NB-4622.1-1 permits a PTHT temperature of J ['../(.fA'/f,t<['
,l p I..p # 'T 1100* to 1250' in the 1974 Edition. / m i
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- R. L. C2atleberry J G 7220 EC2-335 Of File:0274 rd31:eerin3: *
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In Tc::p<rm to a vc:bal raquad -Irom T. V;il;m ::::o, Projse: 2:33:asri=3 revice.+ Black 24, "Io Daolga Chan32 2agul cd," cf NCR-335 as follows; #
- 1. nmilua Lloc>. 24 to show that n hady churp :b not required.
Tha or13 1 cal intent of includica this info m t. ion in Block 24 ua2 to indicate tihar a revisien to DMC-1 ic in procasa of balog :.ade.
However, for complatta dinpositicu o2 MC-335, it la r.ot er,$cassary to have the v.a.i rainion to U22iG-1, bece resolution o2 tha daviation 10 coupleted by the subject UC.
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NONCONFORMANCE REPORT **]'g6 '
Ona w NGe a T NO. inEv. r. e=Ose c t N,3 W 2s. o.s Os. .OM cONcua E cE 2-613-4-31 6 2-613-3-3 j 1 s sv E m oEse nerv eO.e 07220
- e. $T E M LOC A TION
.2MJ mig}'f[v M.< h'oTEWe /f-- ip p-m - r -- " " [ ~
T' !) A T E D g[Y 1 I DATI -
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m E.. (2LR..a.nger_
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. , u, . ... E A rea NO.
(c h.,,.i4.,..&/_y d k bVi K PJ..... 2. . .. . . .:._%.,g. _L.2-ZL_
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_12-21!CB-6-II) E 12-211CB-5-II3 N/A ' -
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.. cu-c .s E O n o E . NO. ... Oc r .E o D .M s,E c , .o N , .M NO. . ., . z o. c E -E N T .E n . e NO. ^{a,3......g..
y .yj , , t/ ....
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M-106A-R-4 / '/yd'M[1. d~[NLA * ""
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ITT Crinnell/ Taylor, Michig,an ,T E u' O N) # Vendor s 8. LOUT ePeG INST RuCY EONS; Q Rout E TO F DELD ENG6 fee E feteeG Q #eOut a TO M AT E RI AL SUPE RVesON 10 NOteC ONF OMMING CO ND0 T ION:
Ilanger_ Sketches 2-613-4-21 Rev. 1 and 2-61_3-3-3_Rev. 1 show that the SLS_Ilanfger Stanchions g-211CB-5-H-3 and 12-211CH-6-H3_(as shown on nage 3 of sketches) are to be welded to C/S_ plates in the shop as shown on__page 1 of_the sketch). ' Die above stanchions were received as shown on page 3 of the sketches without the
_C/S plates. Nonconformance noted during receipt inspection. Unit # 2, "Q" Lis t No. 4.131. '
Reactor Bldg. Spray System. Noted llange_r Sketches attached. 2 iiola Tars attached,
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/.f-f// t'og ,e - r accordance with ITT-GRINNELL sketches 2-613 21 Rev. 1 and 2- 613-3-3 Rev. 1. g h,y,y .f.g ,,,{ j 7 j%,),.,,
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l SHIPPING NOTICE (' 1793' i
JOB NO. 7220 SN NO 7220 ,
]
DATE March 9 19 76 ,
,NSIGNED TO ITT'Grinnell
- I Uarren Ohio NYkl T DRES3 rUTING UPS COLLECT PR EPAID PURCHASE ORDER NO. O 5 & O NO. ORIGINAL M RR NO .
nA AE0 - 1327 E;.P R ESS M ATE RI AL ORIGJN ALLY VENDON PURCHASED ON P.O. NO.
RAH. F R EIGHT iHIP 7220-M-106-AC ITT Grinnell REASON FOR SHIPMENT; MOTOR FREiG,HT Completion of required fabrication UPS X}Z SHIPMENT AUTHORIZED FOR BECHTLL b: BILL OF LADING ATTACHED
- E**'"
K. Pulito/B. Grubich .
TE UNIT COMPLETE DESCRIPTION QUANTITY 1 2 es. Ilanger Stanchions s/s 211CD-5-H-3, 12-2HCB-6-H3
'1 l C ,4 I . . . . . . . . -
t; Ult: Acove to ne veloca EO c/e plates in one suup.
Ref: NCR-386 ETURN
- AUTHORIZATION UrHORIZED BY: Dick Busch NUMGER: verbal to Roy CREDIT TERMS:
oMPANy ITT Grinnell _
Dougherty SHIPPER a Bechtel ACCEPTED FOR SHIPMENT DDaEss 35'00 E. !! iller Rd. DArr 3/9/ 19 76 48ii40 , /' UEb
!!idipnd, !!I CARRIER O " N 1;CHTiiL.POUEn COP.P'.A an'ents for Consumers Power co.
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J(RtORTDev 25. D.SeOSiT ON CONCuRR E NCE rn-c-2% - l0 7220 lI"rAbw j Dy*i E d ** ~'~ ~~ ~""' """"
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W REPLACEMEN T PART
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. PU A CN ASE OR DE R NO. 80. QC FIELO INSPECTION PLAN NO. '.U/A 46 REPL ACEMENT SERS AL NO.
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C-111-69
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{ ROUTE TO FtELD ENGINEERING C ft DUTE TO M ATERI AL SUPERVB5084 89.NC >NFORMING CONDITION r One_. dis.crepa nc y . exi s t s_b e twe ertmill he a t _ numb e r_d_oc_ men _t_a_tii on & the_y endo.rsJ r;umfe_rle_d s t aan kn,+ m 3mh o w _ Thn r1nemnnn tn t i nn mill h eat _numbnv in $16 A1715_(wi.th ninhaunber 4 .13123$)- Thn transferred ntnmp hont
_nw:1.er_is._51.8Al2M_(vitlLJlab_DumberA_1312351, The_ question is with the heat _ number: the slab rmabar is in acmr_dfac.e..
__.Discrencucy__datected anving_QC field inspection _.revicm 1 ITold_. Tag _attacto;1 I tem _Q._llo . 1.109 - -
Q FIELD DISPOS 0 TION CFIELD HECOMMENDATION/ ROUT E TO PROJECT ENGINEERING
.(1. FIELD Dt5 POSITION RESULTS:O_Nt?
Field rnnineering_will contact vendor and verify correct her.t num er. Documentation Cor;tsci HE A 7- A/0,5l64l76 will then be corrected. Work may proceed.
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2 3. E NGIN E E RIf 8G DISPOSBTION itE*5 ULT S:
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. .. N SoumERN BOILER & TANK WORKS, INC.
MANUFACTURERS OF CARDoN STCEL, ALUMINUM ,& STAINLCSS STECL TANKS, PRESSURC VCSSELS AND FABRICATORS Of PLATC STCCL (901) 527 7371 1199 THOM AS STRECT
- P. O. B O K 7 2 74
- M CMPHIS. TEN N. 3810 7
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- March 17, 1976 -
MAf< 2 2 (976 BECHTEL POWER copp, Ecchtel Power Corporation JOB 220 P.O. Box 2167 Midland, Michigan 48640 genMg -------
Attention: .Mr. J.F. Newgen
~
G:ntlecien : .
In response to your letter of March 3,1976, we have checked our files on shell liner plate caterial IS8-1.
Our inventication indicates that the corre-t. heat number is 516A1715.
This letter will serve as your authority to re-stencil this particular shell liner panel accordingly. -
Sincerely, SOITnlERN BOILER & TANK UORKS, INC.
. j .
Robert L. Strong ,' Ed tNr' Chief Engineer ' I fli]f -
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tREV. F. PR OJECT NO. 92 R IPO R I DATE 25. DISPO5tTION CONC URRE NCE
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. ping Inc. , Kernorsville, I! orth Carolina ,'T E M O NO S2PP ~
l ior OUTINC INST RUCTsONS ROU E O FIELD ENGSNEE HING O aOuT.PTO M TE Reat SUPER visor
- i t! C ORMING COND4TOON:
Foi- > G-321-D_ Black Ph (ReL_E._0._7220-M-10hA-AC.)_ataten "Thi n_fnrm nnd_the_Qun1i ty_Verri n, tis cument n referenced horenn hnve been receivacLand_thei r relationdti,n_to_thn hnrauare_ Ltoms veri f'ind " Onn trarj tn tha ovnJhe _following_Qunl i ty_Verifica ti nn Documnnts_.uere_no t enrnidted_by TT'" Crinnall Tn an n tvi n1 vining'rne; cnr_pipc_spon1
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Con t-innna nn w-n 9 Uf eEto oisPOseTiOa Or'c'o accom=cao^Taoaiaou's To caoecer cac'r cra'ac 25 ric'o o'irosition acsu'Ts>
out+ to Field Procytenent Sunenisor. Field Procurement Supervisor to obtain ocumentation from ITT Grinnell referred to in Block 19 above.
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NONCo N F o R M.NG CoNDt T .oM a specification _7220-C--230 Rev._6_Talle__9.l_ states the f'c for D-2 mixes will be 5000 psi c
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--in-90. days nn + vn vv tn tha :tbove,_ cylinder _cc.t_683_repres enting_pl.aqcuent A($99)m' molded on 12-2-75_ yielded an
--eve rago -c omp re s s ive_ c treng th _o 4 f-.1 610_pc i env 90_ days. In r.ddition,_.cylindex_cet 690_mp2:ese_nting placement
. A(612.5)dL_ molded _on_12--B _75_ yield >.n _averace_comprensive t trength of It 62_0_ psi for 90 days. Hone'onformance noted
--Juring-QC-review _of concreto_ cylinder _reporta. 9 Hold _ Tac:_ Attached __Q_lis_t_L20's a n. ria'o o.seositica assutvs.
- 24. O r ir 'c c5"os: v 'oa Dr.cLo accoMMaaoasson/aouis. To racescr cau secniac Field recomnends use as is. The strength of the concrete la the walls, represented_
_by_ cylinder sets 683 and 690, is estinated to be 5220 and 5660 respectively.
Estinated concrete strength in the y3113 is based on current field data uhich .
indicates an average strength _nain of_5_.5% for each 17. decrease in air content.
Listed below and on appendix A are the test data for cylinders 683 and 690, the(ctd:
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NONCONFORM ANCE R iPORT (CONT *D) ' . m c.c _3__c /i___ ...oc .._392 _
Block 22 Engineering _ Disposition:
The_ conditions _ pr esenteLin_ Block.19_are_ nota _nonconf orm ance_ as_ s tated._ _The_ acceptance _ criteria _for_concre te-strength tests are contained in_AC1_31Br71_Section_4.3.3,_shich. states " The_ strength leveLof_the_cencrete_xill be considered satisfactory _if_the_arcrages of all se.ts_of_three_ consecutive _ strength _ test _results_cquni nr._ovened the required _fc'__antnp_ individual _s_ttength_tes_t_re.sult_f alls _below_the_tequired_fe ' _by_ core _thnn 500_ psi " Therefore, f or_ individual _s trength_tes ts ,_the_ minimum _s trengtit_ requirement _f or_D-2_mi:tes_is_3000_ psi _ __500_ psf = 4500_ psi.
The s t rength_o f_ cy.lind e rs_6.83_and_.690_bo th_ exceed _this re qu irceent ._and_the ref o re_the_te st s_a re_a c cep t able -
l T he _ non c o nf o rc anc e_is_ tha t_in_ o rd e r__t o_r.e e t_re qu i remen t s., _i t_i s_ne c e_s s a ry_f o t_th re e_c on s e c u.tive__ s.t r en ntltt e s_ts._ t o have_a_mininum_ average _ strength _is_5000._ psi _for_D=2_ mix,_ ,
The_ moving _ average _of_the_three_ consecutive _ strength _ test s_ is_4770._ psi._and_do_es_not_reet_this_ requirement - .
The disposition _of_this_NCR_.is.. based on_the_ fact _that_ the _ test _ cylinders _ contained _r._hig1 Lair _ content.__The air.
content _of_tivy.;sub.iect concrete uns tested at the batch _ plant (_s i mu l t an e ou s ly_wi th _th e_c a s t in g_o fle s t_cylin dgr s ) ,
_ and_is_also_at_.the_ discharge _into_the_ orms. f The_tcat_ data _abows_that_the air conten_t_dropp_ed between the batch plant and the discharge into the forms a minimum of 2.4% and a maximum of 4.1% .
The_ strength _obthe_ concrete _ vill i n c r ea s e_ at_ leas t_2__1/2 L f o r_e ach_1%_lo s s_ o f_. air _c on t ent __Ihis_is_verifie d_hy
_the following_ references:
- 1. _ U S _ Dept._of_. Interior... Bureau _of.. Reclamation,Concre:c Manual.7_th_Ed.,1966,_p, 42 Fig._19.
- 2. U. S. Dep.t. of Interior, Bureau cf Reclamation,_Concrite Manual,7.th_Ed..,_1966,_p._41.
" For_n_given_ water ccment_r.ntip_the strengkh of conc ete is reduced about 20% for air contents reconcended in
___ .__Section_20"._(section_20_gives desirn_bJe_af _r_ content _for concrete at the_ mixer _as 6.0%_;i_1_for__3/4 inch raximum size _ aggregate _and_4.5% t i for 1 1/2_ inch _naximuct_ site _aggregateb _
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- 6
. NONCONFORMANCE REFORT (CONT'D)- i nult_.or_L . .. ~ca ~ w_.3 9 7 ElocL22_ Engineering Disposition-(_Contd.)
.__3m._J._J._Waddell _ Cencrete Construction Handbook,_2nd_Ed.-,_McGraw-11111. Book Company,_ copyright _.1974. paEe_67 _
" When_the_ water--ceinent._ rat;iq_is_ held _ constant the_co rpressive_ strength is_ reduced _about_SI_for_cach_ percentage oL air cntrained."
4 Troxcll,_ Davis,_ Kelly,_ Composition. and Properties .of. Concrete,_HcGraw--11111 In c ,_ copyright _1938,_page_99; " For each_ percent _of_ air _cutrained_causes_a_ reductio n in_ strength _of._3_.or_4_ percent."
Eased on the forego _ing informition, the MINII:UM AVERAGE s :rength of the_ipJlace_concretc_can_bc_cstimated nn 4179 + (2J1(,025)(47.7_0.) = 4710_IJ. + (2d)_(0.J)2.5)1 - 5050. psi,_which_Is_ greater._than_the_5000_ psi _ninimun_ average required. The correlation factor _of_2.5%_was_ chosen _by_using_ reference _1, which is_the_most_ conservative __f_aC_to.r.
_ By_u sing _the _ fsicid_c.or rela t inn _f ac t o r_o f_L 5% ,_wh ich_.is_s ,ib s t an t ia ted_by_re f erence_3 , _the in gla c e_conctnt e__Etr.en g th in_ calculated _to_be_4710_x_f 1 + (2d)_(._Q55).1 - 530.0_nsi_ ninimum.
___Itased_on_the_ foregoing,_Proicct_ Engineering _ concurs with the Field Recommendation that__the in place concrete meets o r_ex ec c d s_s p e cif.i c a t ion _re qu irement s _ and_t o_ "_u s a . as_is " -
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uithin + 3_ percent of the design weight. Contrary to the abmro, Batch Ticket Ho. 07572 reprocenting concre te
_.plr.cAi_in_p. cur _A(630.7Cb' on 1-3-16_ chows the flymh._conten ; to be _h _lbs below the minimun allcuable vei@t of h3h lbc. Ucnconfor.cance noted during qC review of Batch '?ickets. "Q," Ho. is 1.20$ One tag applied.
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Field recennends_ns.c_as is. Ticket 07572 which repre sented 3 c.y. of D-1 nrout had a total of 4 pounds less flyash then the miainum required. This will have an insignificant effect on strength, worhability or the bonding abi1ity of the r. rout. ,I,- ,._/M,w.,/ _2 -e 9 -/i.
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NONCONFORMANCE REPORT
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1
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. . c ru n , o y v i o .16 . . o . .. o .. no,. c o ,.cu .nm N c E b IE?O
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aRrup system No Ling l7q. $f e , . #
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' 8 6. f.t PLACE M & N T P A 6t T No. ' " * * *
- Jg yj$ ; I lf L V/ .J -'6
- 5. FURC#4 4s t o rtor fa No. l , ; V., N'. r'8'****** zz.h 1e. oc FIE LO ,N$PEC T10N PLA N No.
9 8. RC PLA CCM E N T $E ft G A L No.
. . . , ' * , . s. W... 4. -} ~7s'_
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JT[A C-231-2-777 H/A
, ' / t,
- s. co ra rna cio RfLocar eon se.as== 0 vr5 souace y[, ' F-- -- -~7/
~~
N/A ...
coo, @ No Construction ~.......... .... ....
E Rout,NG SNSTRUCTeoN5s '
QRouTE To F,ELo ENG3NEC n fNG " ~~
h R 3u f E To .44TC RI A4. suPCMVf 50R *
- 19. NoNCoNFonM,NG CoPsDtT eoNe Thp_ shear wall reinforcing _ details chown on drawinr: .7220-0-281_ Rey,_It_statdd_.thatithe vertical bars nur b continue throush_tha_in_ tere _eg_ ting _ val) s in bp_th_direg_t. ions,___ Contrary _ to _the_ahoya _"A"
_._Line_Vall_nasalaced_utthout__the__6_!lll_. vertical._bara_F4 v.~7, _cEshe'ar._vallsJ.6_&_7A_ continuing _throuch_the_
shear wall.
The bars were omitted betvcen Elev. 6114'0" sna 631;'6". Nonconformance noted_diging_qCarqpl__acer.cnt
__illspection of shear wall at_16_1.in_e. "Q" li 3t No,_lz22 _ Two hold tags _ attached. -
a o. O ric'o o'5Pos'viaa eri='o Reco===aoArecaiaours to eRoecer ci<ciar=RiNo a'. r.<'o oesPoserioN res suurs-Pr.oject Enginecringt to evaluate.
)'Tatc3 2 hm_w s' 3 - 1 2 '76
/
Enginc_e_r_in?. has evaluated "as built" cemdition as stated above "*'""'"""""""""'
,d has found that the tralls are structurally cdcquate. Engineering reconmends ,
" u e_ag._i_s." The_d_c.dsn evaluation _suhst;;n_tiatinn "ulejis '
._s" is_co.rttained in Volume 1(a) ltcm 2 of the auxiliary building calculations ft.und in the engineering f files. [ ./ ..
i
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(' NONCONFORMANCE REPORT ' ' " " ' ' " "'" "
Or 1 147 2_fftO*JTJ"T;ME A P"t:R:3 $pgg, i pe c V. T. PR O JC C T NO. [. . H e t. _ _ OATE
. 72.2.0 0-2_31 !9 7220 6_'d.'ONTcDt O b= 13'OATE 2-76 "-" I'"*"
2 5. Dt%Posti eG N CONCU R R L NC C
- 3. I T E M OC 3& M eP TtO M ,
- 9. e T c M LO C A T 40 N 0. V AL8D A T D DY I " ~ ,! ' " " " !
_s. concrete sc as A t Nuuoc =
Curine -
Pour __C(621da' /['/7. ~gb. }$'9184
.. sT An Tur s Tsica ho. (... n c L A C c u c N r A n r N O. ..n e n ~.-a - a =
J j ncV.
_.3/A S. PU R CH A sc Ort Dc M NO.
Nj_A 3 0. QC recLD SNsPc CitON PLAN NO.
_U/A
_t 5. McPLACcMcNT scR4 AL NO.
i ........ ,_... ...'.
._li/A C-231-h-836 U/A -"'-"-a--"- ~-
- s. CO Nin ACT O nn.OC ATiON
'Tisou"ce e" .Al=
ti.Asuc 0 ves
...........o.. ...'.
e s. HOUTING $N sT DtUC TIONS:
IVOUT c TO FicLD cNGsN cc re tNG i T. c =. G_NO . Construction O ac e'c To =^T e ana' Sueca visoa 9 9. NONCON F O RMING COND4 TIONs Spec._7220=C--231 Pav. 9 Pnm 13 2.h.ntaten__in_part.,_"that_cancrattrc:bcra._rhe.l1 be itquatalv rrotected to mintain concrete curface tennerature of no less than 600 F (for seven days)."
__Gontra ry__t o__tht;thov_e a for 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br /> of the fifth day of cure for Unit #1 Tcndon Gallerf Pour C(62h)a' had a e face _tcaparaturn_of_h0 .P. IIonc onformanc.c_no_t ad . durins*_.rontln.q_QQ_SarycillrD_c e . "0" Uoo__ic 1.205 Onc- hold- tag applied
- 23. O ric Lo o,5cOs,T.0" Or'c'o accouacaoav'ONinOs r To enOJcCr cN nNceniNG 2. . r c LO o.s,0s.T.ON n e suLTs, ri n1 r1 rnn nenmi e ..en 3 .- <n- rbo r urn . nf f'(fi24)n' t a z _crtended 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> for a total. cure period of 8 days above 50*F.
0>
- (* 7 b 0*M()b4..w.L
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- 22. c NGeNc c HING Dise OL6T ION 2 3. CNGSN c c N ONG Dess'OssTION Rc5 ULT st 2.. is ocsiGN CN ANGc nc0Winc O NO O vcs. sec ATrACNco.
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- 3g.-..
- f. _.- - _ _ - -
NONCONFORMANCE REPORT I. W w'.E ,7 L "Ti;O7 j Rcv7M OTCN E ~ '"?*n j i O y ;D.YE as. Q.Es T.ON CONC NENLE 7220-C281 t, C-275
- 3. e Yt M OE .cNiPTsoN l3 7220 n, nederc;.3a i 3/19/76 --~ --.
i g_y , ,
- e. :Tcw loc A TION "DATC
- s f V) Lip ATED fM _ y .
_ Edn5Ercipf- Stcc1
- e. stReaL NuMoEn
_ _7.0 lino _AtLT & K
- e. sT AR Y ur sysTCM NO. Os.
h ? J '--* ) 8
- # ( W '_ r N EFL ACEM E N T P AR r NO. R E V.
.~gu~umjK"d *t * *h
._II/A
- s. runcN A sc oROEn NO.
g s o. Oc r:ELO eNspEcvsoM rLAN NO.
'I A I
I r,
- * *
- Cp* * *
- P r...
"
- J-Z4 * .
'74: 3 8 6. 53 5 P ACEMENT sERI AL HO. J '.7 ,[ { ,, yf g ,[_,h.[ (("c[,.* *. -.- ~9 gg [ ). Q ** * * *e se e s ~ ~~ [j
- 6. CO N T R AC TO R / LOC AY TON It.AsME O ves sovace J__ __ .
CODE _
_.3/A..... __m _. ___ . - - - r "
@."? . Cona tnic tion __ 'u e e. HOuTING SNsTRUC TtONs.
Q ROUTE TO FIE LO ENGINEERING O "o u'c 'a ~ ^ a 'a' 5u"' a v '5o a .
9 9. NONCONF OHMSNG CONDtT00Ns .
Drawinnp C-281 Rev. 3 and C-275 nev. 3 require 5 additional til horizontal bars'at. -fi. ~
2'3" o.c. vertically from cl. 614'0" on cach face of K a2d J line valls respectively.
Contrary to the above 7.C line vall has been placed to cl., 626'6" uithout providing the additional bars at the interecction of K & J line valls. Non-conformance nated during preplacement inspection of,5.3 line vall.
(9/]' /k?&! /j$ }hh]QJ}i*c/ .
as.
k "A N '/// N~/.L l'S b908 ~
O reELO DeiPOs T ON gracLO NECOMMENOaviON/ ROUTE TO PROJECT .INGINE ERING St. FIELD Ot3POs4 TION REsuLTss
_ Q nunber is 1.203 l'ejete_J;unincerin o to evaluato, s ,
b Y lCJ' .
- 1 Hte V
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22.aNoaNtLn:NG oesrOssTiON U , ,, g u y ,, g g , , , , o ,$ ,,, , , ,, , , , , y L, ,,
and grouted with non-shrink grout, from elev. 614' to 626'-6" at 7.8 line wall for cach face of J and K line walls. This will provide replacement area equivalent to that of 5-#11 bars. #3 dwls. to have 2'-6" embedment in 7.8 vall and project 10'-6" cast, 4e '61'l .
fromthefaceof7h3
'nwa . .e . . / .
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Ip%O;nsb-White Copy -
C'60 nator 6 e C f.3-a Canary Copy - F ieRI E ngineer Pirist Copy - POAE Cotdonrod Copy - OC G G .. . . .
6 . . - - it'
' ' * " ' " ~ " * " " '
NONCONFORMANCE REPORT c _1_ 399 i s . rea W 6 . F 11' i n e v. TT n o s t c i~u o- '. if Meonico s, jonvc W scour o= concuantaca C-231-2-837 s Tis u ou scaervion i 7220 e it s = i.oc ar.o=
. ? # d>6 C i n fv a t.oe v e icars 8
3/ /n v---q'"rI Jzi-- j - ~= } -s Reinforsing_Stcel Auxilliarv Building j!,l/4bev-s i (I J.2##(,
c.tcasatuuusta ULA
.. sv an vue s y sva u no.
NJA
. nr et.acr unn y can s no.
NIA LT 6. 8 2. . h. a=/ +] -
~ j as y. - = - * -
- a'*/
- 3. runcwasc Ml_A onou n wo. s o. oc e isto .useccreen ei.an no.
C-231-2-837 s e r e ca. ace = cur se n.ai. no.
N/A i
.[.2..*
--~""*"-*g//_ Cc ' _ l _J 7/
__sovacc
.. con n acionitocar.on ...asus O v<s , _ , , , _ , . ...,
Ul3 _ s "*" O "o ((pp stgy c,t,i_o,npC is. noureus eusrauct ons. __[q.souis. v o r ecto rnoinee n.nG U aos va vo uais asat sura nvison i ") NoNCoNFoRM.NG CoNoir oM Field.Jnsp_ection_P_lan C-231-2-837 scaped t.o include _ placement A_L6_3_0.75)c' was sinned nff to indicate th et all preplac_cmenLinspection_activitics_wcIc_ complete. C ontIAr.y_to._t h e_ab o ve , it was diac. overed after the_p.lacement started that 10 (!!! ad-litional horizontal reinforcing bars had been omitted at the_ intersection of Column Line 5.3 and "J" Line. The Field Inspection Plan was rescoped to exclude _
t h e_ar ea_aff c.c t e d_b y_ t h e_ omit te d_rcin f o rc in g_s t ecl_ an d .rc51e s ig nat e d M 624 ) a8 . -}
O numl er 1.203. No IIole) Tag s Applied.
sr [3 ricto u.seos.vios. Dr.coc nccouur moav.on,nouv e to enosrce an<.. s e n.no s e esc oo oiseosition nasvi.rsi l'lacement A(624)a' uns stopped prior to embedment of this rebar. g/g fe ,,- ,c o n p /'/ cr ,wsre< ct @c#
The rebar uas placed as shown on pertinent drawings subsequent to cir ,c,,y,7, c 7 d, n e, r. .
< 's/es ntopping._Lhc placc:: lent. - E~ LP C - Z % 1 8 A A Uf V 0
%. b h __
,, W/2e.c. ~
( /.3 / C.
2 3. EMG.NE E M.MG o seOs v .oM RCsuoi st 2 2. E NG.N E E R.NG osse Jser.ON
- s ots.cn ewanoc acau.=co goo re. arecevro marcasai. oisecsition
{*,'*--'**-~** ar cc agigryg y y fe.,j O vas. sae avrac eo. ....... .. ca ... <
on aw p.c R C v. oCN _
.wrame.epeoe.see,yo. ,,,e ngv. a no. , ,
_ seE C. __
. se e-. wh.te Copy - Cr%ene'er e c+ a-2 Canary Copy - F ield E nsin.**
P6ait copy - PQAE Gosdented Copy - CC
.e ' . p> . i' -
NONCONFORMANCE REPORT "^' " ' * * " ~ ~
- 2. f* N6*^
S[_eCe._
t R E W.
- 7. PodoJL C T No.
_ _ _ _ _ _ - - . - - or-. 3 400 oATE 7220-a-2331a). I, 7220 S t. set Po84 T EDby/k&Dl 0~ -
- 25. oISPosti tore Cor4cuRfeEP.cE
- 3. 012 4 DE SC RIP 8 tO N S. OT E M loc ATtON "T L gLeD ATEo DV l'330?4 I o.TE ~--- l ~ ~ " V::;5 \ ~ " " l "'
_St..n.o Nu-o..ictual Steel Combination Shop f _d&4.c[. C/ M'3/-h f.2.y;g&....../m,e,,c f.[...[f,
.....n..,,r-No.
__See Elock__1.9 jj , t . ,u. c . . . , , , ..
- m. ,U cNase enocR o
. _.ll/A .. NAf i ,.,,,
io. oc r ,c to ,Ns,cc ,,oM ,t.N No. f gj,,,,,,,,,,,,,q,jf,,,
,u.c -c N c.cR..u No.
R-1.00-9 . .. Rr;A (j.f= 7/2.
_7221)-F_30J43. .oM N/
.co i M a ci o Rn.o c
..... e o .a. , ,. .< .v R e c 'fr"** -~ g*fa- '-**
_Inryco, Melroco Park, IL
.', r " Mo St pplier .
,,,,,,,,,,,_,3 ,,,,
90 Rou T tNG INST RUCTIONS:
{lHouT E 10 r t& Lo LNGINC E FTtNG O a ou'r 'o ",A v t a'a'surs a w'soa
, s'.e e s. NoNeoNu o eu nNc. cor.oss eon,
_ E .- 3-j/ / s-
- v '
'3 o n * > r W-
< 1 DIS _ l)l .l . 72_ S ec.. _3_P.am. __3.2. h_p_ta t es i n_ par _"The _ " " ': afillet mn ranus i- 2ito s smadjacent a ** ** . cuts
~ chal:3
- m l~ q, e
ot_ulthant_ offset or_cnt. ting _ pac.t_the__ point of tangengy_."_
__. Inland _Ryercon_approxed_drauings_F7220-C233A-(CA-20?2)-IR-66--3 and 67-3_ requires that dock angles be wolded with
_ z.2/h'Lfillet at_intervaln_of_3_per 19 inchenF Spec._C-233_ (0.LSect L_0_ Para,__711 statec in part " Pieces shall
_be._ cut,_fomod nna chaped_to_ sizes _and_ work _pointa_shoyn__on__ drawings." _
2A grorto niscoserioN gr.cLo RecouurNo. vion /nouve to rRoJccv cNGiN sneNa r'antinnoa nn pnsm 9 s i . ric to ois,osiv.oN 'a tsutt si hpair nonconfoming_conditiona_as_follows, Statement continued on page 2.
Reference additiqqn1_Elatencnt._Qn_pnEe 3-
- 22. ENGINE E NSNC ot5Po$ti SON 2 3. E NGIN E E HING o8SPo5tT ton R E SU L T5 at. s3 0tssGN CH.NGc RcousHEo O e.o '* "* " ^ ' ' " ' ^ ' " ' ' ' ' " ' " *^*'^"'"
O vrs. sac arv cNao. U'".."."~~~'""
a.
r R5LWING ... ..... ,,,,
RcV. oCN aw e.o.es. o e.sr. s eo. ,,,,
[PEC. REV. . o o.
'""8
, White Copy - Origenstor ec-G 3 2 Cenery Copy - Fiald Engineer Pink Copy - POAE Coldenrod Copy - OC
e -
r.
- f. .<
-NONCONFORMANCE REPORT (CONT'D) 'a aca aa. 4.00
-. . n c e.2__o r- 3 310ek_fl9_ Continued SInland Ryorcon Drawing _ZL220-c233A-(C4:2022)-lR-65-3 _
w showcJ1 ate (b)
_ _.ph_op_ vel _ dad _to_colust6$A.
__ Contrary _to_the_above,_the_following_ conditions _were._found __
_._RL.ece_)1 ark _E
_l_pc_ 61t_G Bent _ web _at connection _to_platesjm)--
__2_pc_. _65..F Uotches_at_.rerentrant_ corners
_2_pe - 66_C Notches _at_re-entrant _co_rners I:; proper _wel_ ding of deck angle
_._l 1_ _66.1)-
No tchea_ at_.re-entrant _ cornern Tuproper_ welding _of_deek_ angle
__1_ro__- 66_B
_1_pc. . _6LA Inproperyelding_of__d_gek_ angle
_1_pc - 65_A_ Ipp_ rop.p_r vel _ ding _of deck angle '
Plate _(bj_ vas shipped loose '
_.lToicd_during_ receipt inspec. tion- "0" Ho d e201 ,A o N3 -
,_ %_C.2 Hold _.Tagaapplica
__ Block _#20_C.ontinued Ol_pe_ _64.G
_.__Lil._ S traighten_in_ accordanc e_.witltthe_.provisiona_of_.AISC_ Specification _Pn m c, aph12_
Renoye_ burrs _by_ grinding __to_confom_';o_AISC_ Specification for atructural jninin using_ASTILA_325_or_.ASTILArh90_holte . '
) 9_pe_6% F (2)
__lp _66__C Repair _by_velding_and_ grinding _lo_prcper__ contour._ lleld_proceedure to be used in ._ _ _
ElrA Lh_Strue_tur31_Re_y,_O
_._la.c_66D
)__1._pc __.66_C (3)
_1_pc__. _66_D Add._ vel _i_an.. require _d__to_c.pDflom_lio._ Applicable _drawingo_ Ke.1d_proceedure to be use _ _ _ _
Pl:A-Ih_ Structural _Rev. O
_ 1 pc - 66_B__
l_po_ _6'l A Eb.,,,
s !a c e-2 a (f_).= e.__
, ' AW 'N h . .
White Copy _ Ori3inator G C-G 3-3 8
Canary Copy Field Ens:neer Pirik Copy _ P(1 AE Goldenrod Copy - OC e
.x .
/
NONCONFORMANCE IlEPORT (CONT'D) .. m,c__ lor __1 ... uca no. 400 The repairs outlined on page 2 are in accordance with Bechtal specification 7220-C-304 paragraph _11.0. Condi_t io_qa1 release is_ granted to in_s_ tall _nie_c_qs 66B and 67A prior to r.;nqir_f_pt_cnnve_n_ienta_n.f_conrttruction,___Approvn1 of conditional release meets the requirenents of paranraph 5.0 of FIM procedure G-3. Installation will be by holtiDP to conne_c; tion _.nlate.s.__ Connection __platssa fil_ be wqlded to .mb_eds. Only one connectinn_ plate _at_cach_end of each beitn_w_ill_j2e_ welded _ in_nlate_until_rena.IIs__b_ue. becq_made __.Einal__tinhtening of bolts will_not_he_ dane imrfl repairs have been made_. Decki e A rn11od untf._(L C "IIol d " engs_ha.vn._been removed 1villno e ,-- s __ _ . d S 7 d 0 .q .i('e n d PVE5 cm - insn - n y. 'dQL(b0n z xes;b _ =. y. A)x!L 1?
OA' T3 ardi2/ U 6 / Wl4' .23='/t1. 8a~A--_ 7'c2#E v,4,/%
k m=_ee di
_---.e-m- a.u -. emsn a m
h 7. .s'*"'*"-"-h-
. . . . I. .. .,
e e c-, c w _ _ __ ._ _ _ - _ = - --
i.
r
'. PAllT 2 .
bhabbtT h b [ bh bb)b ,
(
20 NOV. 1975 i;
, 1 "WP-1 I.
(_j --
x ....... l T.T c.... ...,. r .. . . . . . , . . , . . . , , , , .
M: .AND PROJECT QA MANAGEMENT W- PHILLI23 l i
...~ ............. .......... *
' J. CO::NOLLY .f 14 FG-14.2 5. l($) ~ TJ.'.LITY CO:: TROL DOCL'F.. FIJ.ES ;
...m.......................... !
130AM SEC_ TION 5000, PARAGRAPli 5222 uirements .
"NDE Subcontractor's procedures qual'ified in accordance with ASFE Section III, Division I, are reviewed and accepted by a Level III individual within .
M&QS.. Acceptance of NDE Subcontractor's procedures shall be documented." .
V NDE Subcontractor Peabody Testings Inspection Proceduro Manual Rev. A (10-23-74), Quality Assurance Program Requirements Manual Rev. 3 (9-3-74),v QC Manual Rev. 0-(8-30-74) are not accepted by a Level III individual V" Sin M&QS.
\m)
Tw.ais.. 7..ar,;.. ......
The jobsite to sdbmit the above manuals and the Subcontrac' tor NDE personnel SFHO qualification records to project engineering for submittal to M&QS, for review and acceptance.
. , . . ;T/.' ; ,
.~ .. .......... ... .. . .. . . .. . . . . .. . , ,
3/A c /y (,
"I Prrice:. Superintendent p................. ,
Subject manuais of this finding vern submitted t M LV 1 III r viev n " reh 3, 1976 under cover letter UCDG-1058 (attached) II 6 S1 a4 show i'er Docunent Review Form ,(attached) r turn d o jo ite o. ! c 2 9 t I w.~
..49
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- diand 1 f,2 Construction . . . .u .B. Stojkov -
3/A 12-1-P-2 Iten 1 M S.-l P0 Files P.. Matheus, R. Crot:
- m. . . .. . .................... ..... . . . . . . . . .
7220-C-233(0) Rav. 5 9/22/75 Apcend. A '7220-G-23 Rev. 3, 4/15/74 Append. 1 - ~
C-233(Q) Appandi:: A, states in part, "Ihe seller / subcontractor shall establish and maintain and effectiva QA Program which will caet the applicable requirements of G-23 . . . " ,
G- 23, Appenix 1, states in part, "With the proposal, cach bidder shall submit' a m -
- y description of his QA Progras . . . , or an uncontrolled copy of his QA Manual or procedure If a bidder is currently performing to or has cocpleted a Bechtel order which invokas the. r
- quirc= ants of this specificatica, he cay, in lieu of submitting a copy of his manual, sub=1 c letter listing the date of BechtEC.C,SWEnual revision that is currently in effect or va in effect, and.a statecent that it vill apply,for this effort." .
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Purchase Orders 7220-7-12726,(Q) :nd 7220-F-12974(Q) resulting from FMR's CA-3038 and CC-213 respectively, were awarded to Inicad-Ryersen. Specification 7220-C-233(Q) Rey. 5 is the
. controlling spacification on both orders. ' Subsequently, 7220-G-23 is also applicabic. Inl
/7rson is cur:catly perfor=ing work controlled by Specification 7220-C-233(Q), and has sub Jted and had approved for tise a Quality Assurance Manual. . However, on neither of the sub ject orders has Inland-Ryerson submitted a letter stating that the work to be performed on the orders vill be controlled by their currently approved program as specified in 7220-G-2S isppendix,1. . . u.. :. : . - .,- . ,.. . .. .: . _ , :.--:.,.:; g ...., u ..;,..n
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. . . . . , , , ,. . ~ , . . .
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. q,..m.m.,,.. .t.: . . .q ..--
., 1. Obtain from Inland-Ryerson stat =ent of the applicablity of tiheir currently approved Qt
- Program to the subject. orders as specified in 7220-G-23, Appendix 1. -
M -
- : - : . ~ ., : C. ; :. . -. m . . : . -
- i. .'
- 2. Reinstruct Field'3uyers to obtain satisfaction of QA requirements prior .to award of
. Purchasa Ordars as specified. . . . .
,e. s.. e. .. . : ;.. . .- ,
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1: 2: 02/27/76 Proiect Suoerintendent g..n,,01/30/76:
.. ~ ,......"
The attached letter . dated March 8, .1976 from G; C. Lithen to J . F. ::ct: ten states that required vendor statenent. o:f comp,liance an.d appl.icabi.lity are,,on file for .P, O. 's.
' .- ~
7220-F-12726 (0) and 7220-F-12974 '(0)' .
V~'..'"". .
- The attached letter directed to:allt. Tic 1d Buyers fronTield. proc, uter.ent.da.t' .daJa:mry e -2.3, -197p,. ,
eOfics.that the quality requirenents stated in .7220-G-23 be fully ihplcnent' de on, cach ,'.
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QUAL'l AUDli FINDING ( #U.' . "T '
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'FFG-9 _Rav. 3, 9/5/75 Piri. 3.10.1
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"FP-9 " Reparation of Field Material Requisitions" Para. 3.10.1 states in part, "Q-Listed materials shall be identified in the initial des--
cription by the statecent "Q-Listed Material". -
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'Na (2) of the seven (7) na's for "Q-Listed" material cl;ecked (CA-3040 and AM-1006) did p t identify the materi'ai as "Q-Listed". (liOTE: The FMR's were processed as "Q-Listed"
. i jterial even though not identified as such and the resulting Purchase Orders were correctly
' N dentiriad.) .
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i
- 1. Assure that all RIR's for "Q-Listed" material have been identified as "Q", processed and purchased as "Q-Listed". ,
. 2. Reinstruct Field Engineers as to the requirecents for writing and processing ?MR'c
. for "Q-Listed" caterial.
- 1 1 L 2: 02/27/76 Project Superintendent f GocQL. gg,
....= ... ...... .... 3,xanination o f the current centrnllf or handling and processing "P-Listec7M has not revealed any breakdowns within the system. The Procurenent supervisor has stated that, to date, all purchases have been made as required for "0-Listed" material.
Two recent traininc. sessions have been held for Field Engineers and Superintendents to provide
'[' D uctions for proper preparation of Field Material Requisitions. Continuing training is- '
L j duled as rcquired for new personnel. *..dditional instructicas are iccued through '
inter-of fice ec:-oranduns when necessary.
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0.- c. zichards n
..a.nf t,n gya. 2. . . . .722n cn,, - - ,., , % .,
1 6__ Field Office A. Bcos. R. Grote
- a. .... . . . u .......................... .
N/A Soec 727 ~J-C-211. Pav. *, 9/19/75 a........
Section 7.1; " Construction joints shall be in accordance with section 6.4, ACI 318, except as may be shown on the drawings." -
Drawing 7220-C-200(Q), Rev. 3, 7/29/74, Auxilary Building Foundation Plan, General note 8;
" Construction joint interface roughness a=plitude shall be=k",
except as noted or specified otherwise."
-~
4 ....
The intent -and applicatien of General note 3 on Dr: wing 7220-C-200 (Q), Rev. 5 has not been deternined by Field Engineering. ,
./~m j
J-g_g7,g,,, . _ . - - - -
, 1. Obtain intent and application elarification of the note f' rom Project Engin cring.
- 2. P,ased on the clarification take any corrective action as may be necessary to assure coupliance to the drawing. If ' previous constructica joints are non- conforming issue a NCR in coordinatien with the PFQCE.
..... .. o.. ..........
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' """"~ ~ ~
/20/ 76
~
" Proje.ct Superin t:nc.cnt
'i."JOM'f",,"*.L-""^1.
. Proj ect ..-
ung^ineering issued Rev 6 'to Evg. / ,,,,0-C.200 revising note 8 to reac.
" Construction joints shall be sandblasted or waterbidsted as specified in accordance with crecification 7220-C-231."
- 2. An evaluation of previous construction joints has been submitted to Project Engineering wit supporting documentation (attached) to confirm conpliaace to note 3 on Dug. 7220-C-200 (Q) Eev A
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QUAUTY AUDIT FNDliiG
. ... 3../.16 & 17 / 76
........... g . ,, ,, .......
p, s, . . . . . . . . ., . . m. .
- " B. T. Stoikov Midland 1 & 2. Job 07220 Construction
-N/A 13-1.2-P-1. Item 2 Dbcument control Center '
D. Parker (MF.0M
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o..
NEPn-VT, Pev. 1, 12 /1/73 Pnrnarnnh 6.1 --
m.......
~
~ NEI'Q-VT, Para. 6.1 states in part, " Certifications 'of visual examinations are valid only when completely , filled on Form NDE-VT and signed by both the candidate and the ,
cxaminer."
Attachment to NEPQ-VT, Rev.1 is NDE-VT, Rev. 4. -
ition test reports for eight (8) NDE personnel (Batchelor, Boulden, Depev, DiCarlo, eks, Jackson, McLean and Pardee are on Form NDE-VT Rev. 5 and are not signed by ose personnel. C'v i.e Litai a revisiv.. 2 to "recedure NEPQ-VT :'eleting candidara sign-off and incorporating Form NDE-VT Rev. 5 was issued 2/5/75, but this later revision has not yet been incorporated into Specification 7220-G-27). .
. s
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- 1. Obtain candidate signatures on the NDE-VT forms where they are currently absent.
- 2. Reinstruct Level III M&QS Examiners to utilize the, procedures applicable to that site when at a jobsite, not.the latest revision.
....u.... .... ...............................
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1- 1-PFQCE: 2-M&QS
",""""u"'@.......... .g 76_; .. 2-4 / 2 4 / 76
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QUAUTY '.UDIT Fl" DING 7-" "2
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.idinnd 1 &2 Job No . 07220 Ccnstruction O a- . -
u..1 c. A. ualdron
....6......
T v/A 6 Pi nk s to r,~e L *v-Dm.m Area
.....u............................... .
A. L. Boulden pmu_ .v:ve viT. n ! .r . Sm-1 p,rnernnh A . 3 m . ... 7220 Af-204(n) Rev. O . Parneranh 5.1.6
. a
~ :
Bechtel Welding Standard WD-1, Paragra~ph 4.3 states: .
"The Welder Identification Symbols . . . such as P for Pipefitter, . . . ". i i
Spccification 7220-M-204, paragraph 5.1.6 states: -
i "All welds w'ill be ident1fied with the welder's identifying symbol".
~
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Pipe Spodl'GCB-003-S613-6 has Field Weld W 13 marked with Welder' Identification
'O mbol PW-22, vice P-22. ~
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Remove the incorrect Welder Symbol and mark the joint with the proper Walder Symbol. l l
1
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04/_23/76 .7. F. Nevaca (m
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l Dm QUAUif AUDIT FINDING .. . ?.'. . ." 3 03/15/76
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Midland 1 and 2 Job 7220 Construction 0. .. . n. T. Stoikov H/A '13-1.1-P-1 Item L Soccification 7220-G-27(0) Rev. 1 D. Parker (MMS)
<...mo u... ...............................
BQAM - ASME III. Div. 1. Paracranh 5223 a :.
Ppragraph 5223 states in part: " Specific Bechtel NDE Procedures are selected for use .
by Project Engineering with the revision and concurrence of MFSQCS. NDE Proce.dures
.are listed on Form 84 . . . ".. .
f g,..... .
. Me following discrepancies between Form 84, the Log of- Procedures and the NDE Procedures p . contained :in' Specification 7220-G-27(Q) were found.
)1. prn, aduras RT-YG-9 nnd MT-SR-1.2 are shown on the Mechanical Forn 84 (Sheets 6 63) but are not listed in the log of procedures.
Procedures RI'-XG-1 and .UT-PE-i,'2 shown on the Civil Form 84 are not marked for
~
- 2. '
Form 84 - Civil in the Log of Procedures. ,
- 3. The Log of Procedures does not show *a revision number for Procedure LT-VE-1,2 or the applicable revision for Procedure AUS Dl.l.
-7....i.........
Review Specification 7220-G-27(Q) for consistency between Forn 84, the Log of Procedures and the welding, NDE and general specifications. Incorporate any corrections necessary in Specification 7220-G-27(Q) by SCM or the pending Revision 2. ,
. u .............. .................................
05/14/76 W ....... , . ,....
Proicct Ennincer .
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94 '
~
8'_1 QUAU AUDIT FIMDlNG .
. 01
... .../.2 4 / 7 6 M/A
.....,..........,..u.. . ........... g. . ,. .......
.1......
Midland 1 and 2 Job 07220 Construction 0- n. T. stoikov N/A 13-1.1-P-1 Item Set cification 7220-C-27(0) Rev. 1 D. Puchv. M. "ard m.m................................ . . . . . . .
BOA'f- AS'fF.- TII , Div. 1. Rev. 1. Auaunt 1974. Parn. 5 221 m.. e. . . .m. .
Paragraph 5221 states in part: "Bechtel NDE Procedure Specifications are prepared
~
ahd approved by Level III personnel vithin MFLQCS . .
(NOTE: This is a new requirement in the BQAM added with Revision 1, effective August 1974). . -
1 77 . .-.
The following NDE Procedures were prepared and approved by 176QCS personnel not s certified to Level III at the time the procedures were issued.
Procedure Date q,
LT-.v s-1, z u8/13/74 . .
MT-P-1,2 08/26/74~
MT-Y-1,2 i' '10/30/74 '
PT-S R-1,2 08/21/74'
.e , . . . . . . . . . . . . . . .
- 1. Determine the extent cf the problem. (Does a similar situation exist with welding and general procedures).
- 2. Assure that all procedure specifications in use at' this jobsite are in accordance with this requirements of the EQAM - ASIE III Div. 1.
u =,. 6. .... ..... .... ..
98 t.............,..................
_1 f, 2 : O5/15/76 Mtos
.% xv.............. ___
a .
8
/ 0
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on '
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086 (13-1.11-1) cw' QUAL. . AUDIT FINDliiG 3-25-76
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.aidland $P ecial Process ControlO.e . K. D. Ward
. . . . . . . .....u.,.... . . . . . . . . ...<...==-"-
11 . QC Vault A. Bouldon
.'k,1 -XG- s.. . . - . . . . .
1.., ..para.
......,..44 ...............lc)1),4.4.1d),3.3b),3.3 Note:
- BQ.RI-ASME III, Div. 1 Ex. 10
. 1... -
Pinntrameters shall be placed on the source side of the section being e:4amined and should be
, pla,ced so that' the place of the penetraceter is normal to the radiation beam.
If the weld reinforcement and/or backing strip is not removed, a shim of radiographically similar material to the weld metal shall be placed under the penetrameter.
Ptnttrameters shall comply with the applicable Code, and Table I of the procedure. The 1:ad letter "F" ,is placed adjacent to the penetrameter.
Wtid 6., FSK-M-21, 12.75 OD, 0.375" Thickness,C/S-S/S,RT 3-7-74
' l. Wrong penetrameter, should be a #10, not a #12.
The penetrameter is not on a shim.
4...Thereisalead"F"onpenetrameter.notadiacent Th'e penetraneter. is out of the arca of interest, not normal to the beam.
too.
e w oes . ,M C ,0..
R: radiography using a #10 penetrameter, placing the penetrameter on a shim in the center of the radiograph. -
Note: The weld is acceptable and the penetrameter is clear, but the penetrameter is outside the area of interest on the weld.
All NDE personnel performing and interpreting at this time are no longer on the jobsite.
,.m ...... ..... ....
..........u,,...................
5/1/76 PFOCE 7 .... ..... ..... -
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DOUlItcl ruvyci uvi pus cluve :
9g
(
Block 12 Continued.
- 2. Based' on finding 86, 87 and 88 review the remaining radiographs for code welds, that were not reviewed during the audit, for proper technique and provide records of this review. P
- 3. Instruct Bechtel and Subcontractor NDE personnel about these problems NOTE: It is recognized that the current personnel were not responsible, i but this instruction will aid in preventing recurrence.
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. 3-25-76
...m,,........,......
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Midland *
'Special Process ContrcCT,.. ... K. D. Ward o 11 *
. QC Vault ' A. Boulden
,..,_.m... ............................... . - . . . . .
RT-XG-2, Para. 3.3 Note: BQAM-ASME III, Div. 1 Ex 10 Film side penetrameters, when used, shall be' identified by a lead letter "F" at least as high c: the identification numbers placed adjacent to the penetrameter. .
t
~
s' Wcld #2, FSK-M-21, 4.5"O. 0.120" Thickness,S/S,ET 3-7-74.
Tha lead letter "F" is on the penetrameter.
e s xs ,
n gradiograph with "F" adjacent to the penetrameter. .
Note: The radiograph is acceptable in all other Code requirements including the weld.
All NDE personnel performing and interpreting at this time are no longer on job site.
5/1/76 PFQCd
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=-,
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'A' QUAL.lTY AUDIT Fli,'DiliG ....2.88(3 (y .
3-25-76 i 4 a s .. = =
v i .. , .........,... .. . . . . . , . . . . , m ,,. ,. . . . . . .
Midland 'SpecialProcessContrc@,,,,.. K. D. Ward
. . . . . < . ~
11
.QC Vault A. Boulden t..,.w...............................
RT-XG-2 Para. 4.1d
- BQ-A'4-ASME III,' Div. 1 Ex 10 m,....
= .
If the weld reinforcement and/or backing strip is not removed, a. shim of radiographically sim,ilar material to the weld metal shall, be placed under the penetrameter. The shim thickness shall be selected so that the total thickness being radiographed under the penetrameter shall b equal to the total weld thickness, including the backing strip if used and not. removed. .
f 7,....
Wsid 21 (C2), FSK-MPC-2-1, 4"0D, 0.237" Thickness, S/S, RT 11-18-74 There is no shim under~the penetrameter.
,/, 77, :
- i, l .
w
.. .e . . -. -
. . w-y e w.............. .
R: radiograph with a shim under the penetrameter.
NOTE: The film density does meet Code requirements without the shim, also all other ,
Code requirements, including acceptable weld. All NDE personnel performing -
and interpreting at this t'ime are no longer on job site.
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' 3. GADTDENT.NO.
w A.:
~, Page 1 g ,
077 OUALITY ASSuHANCE DISCREPANCY REPORT 4. ISSUE DATE A 2/5/76
- 1. PROJECT / DEPT./COtJTRACTOR 2. POINT OF ORIGitJ
' O FIELD 5. GAD PREPARED SY:
Document Control Q OFFICE
- 6. WORK PLAN DATE G. Waldron
- 7. CHECKLIST ITEM U. WHERE FOUND
- 9. DISCUSSED WITH 2/2/76 - 2/13/75 9.2 E. Baber Document Control D. Palmer
- 10. .COiJTROLLING COCUMENT, SECTION, PARAGRAPH, ETC.
SF/ PSP #4 Rev.1, Paragraph 3.
- 11. QUOTATION See attached sheet.
S 12. DISCREPANCY DESCRIPTION I
' . ,/
See attached sheet.
- 13. RECOMMENDED CORRECTIVE ACTION See atteched shnet.
- 14. SCHEDULED COMPLETION DATE 15. HESPONSIBILITY FOR CORRECTIVE ACTION 3/9/76 Prniact Suaovinto6 Ant 1S. CORRECTIVE ACTIOtJ TAKEN .*
Re feren e.1 letter 0-103S dated " arch 23, 1976 3
Subject:
Corrective Action for Discrepancy Reports 076 & 077.
O ^
_' a s
'(j 17. DATC CO21P,LETED 3-35 i., '
13./ sly.*di {//l%-,
,.rEQ "y mgrg.y:513tE AUTijpRITY j u
- 19. COilRf CTI,VE ACTl N V5f tJFIED BV OA5 f_
,r 8 % 21:$rk l W 20. DAT '.
AAO-06 9/17/74 ' ;
3'-2 5- 74*
, . - . - , - ~
~
peg 2 2~
Block 11
/^%
- N_,)
- 1. Paragraph 3.1.3, "If any of the following deficiencies exist, the PFE will initial the transmittal . . ." and, 3.1.3.1 "A DCI received out of sequence".
- 2. Paragraph 3.2.2.3, "The New Drawing Sign-Off Sheet will be routed to the designated responsibic engineers and superintendents. . .".
Block 12 *
- 1. DCI 5 to Drawing 7220-C-213 Q was received with no evidence of issuance of DCI 4. Transmittal sheet 18133 which transmitted DCN 5 was not initialled by the Project Field Engineer.
- 2. Routing of DCI's is not to the engineers and superintendents specified
. in Instruction FIG-1, Rev. O of January 30,1974,' and no more-recent
%.v m'j . m. u,.,~,- u.. ..- u , ... . ...-,,-x, Block-13
- 1. Obtain PFE's initials on Transmittal Sheet 18133. Instruct document control perosnnel in the provisions of SF/ PSP #4.
- 2. Issue written instructions designating responsible engineers and superintendents who will review and Sign-Off DC1's. Instruct document control peisonnel to distribute DC1's in accordance with SF/ PSP #4 to l 1
the designated responsible engineers and superintendents for review and Sign-Off.
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Interoffice Memorandum To C. L. Richardson oat. March 23, 1976 sudx Job 7220. Midland Project Rom J. F. Uewgen Corrective Action (P. lock 16)
For Discrepancy Reports 076 & 077 of Construction 0-1038 u Midland, Michigan covens P
The action itees on discrepancy report 076 and'077 were completed on
. the week of March 12, 1976 as described belou. -
Discrepancy Report 076 Block 13 Response:
1.- The superseded Work Prints identified in Block 12 para. 4 (M-204 and C-205) were removed from the field in the course of performing an audit.
- 2. A quarterly audit of outstanding Work Prints was conducted on
. March 10, 1976. A sample of'10% of the outstanding Work Prints was used. A total of 53 drawings were selected of tinich 20 h' drawings were found in the field of which 17 ucre marked " VOID".
N2 No Lon entries had been made within D.C., indicating that these drawings had been marked void. Corrective acti~on in the torn of a nonorandun is being sent requiring all Work Print users who wish to retain a superseded Uork Print to comply with the establiched procedures.
Discrepancy Report 077 Block 13 Ecsponse:
- 1. The authority to sign in place of the Project Field Engineer
'has been delegated to the Document Control supervisor uho has initialed transmittal sheet #18133.
- 2. A current list of responsible Field Engineers and Superintendents who will revicu and sign-of f DCN's and Bechtel drawings has boca given to the Docunent Control Center.
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T') BECHif,L POWW COP.P.
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A. l 02/25/76 L t. PitOJ2Cf/07.PT./ CON rrtACf i 2. PulNT OF O't! GIN 5. O .*.L' r' T. E /A a ii D L ' .
g pg;.' D -
'fidlaad 1 & 2 - 07220 O oniCE n,3,mie,,
- 6. WORK PLAN DATE 7. CHECV, LIST ITEt.1 8. WHERE FOUND 9. DISCUSSED '.'hTH 2/1?/27/76 71/A Cn11bratton T.nh .
. i n .. ~
- 10. CONTriOLI.ING DOCU.'.'E;;T, SECTION, PARAGRAPH. ETC.
FPG-4 Procedure for the Control of Inscection Measurin: and Test Eaulomn t.
- 11. OUO TATION ' '
4
. Paragraph 2.5.b.1 states:
"A list of IM & T Equipment shall be made cach Friday for recall of affected instruments the following week."
, "2.6 File Maintenance" .
"2.6.3 Calibration and ' Recall shall be natntained per Section 2.1.0 and 2.5.0 of
, this procedure." ' '
~
D 12. DISCREPANCY DESCRIPTIOt1 The Calibration Laboratory Engineer could not produce obiective evidence that such
, a list is made. .
V ;
- 13. RECO?M,1 ENDED CORRECTIVE ACTION - -
. Take action to assure that actual calibraton laboratory practice and the provisions or Procedure FPG-4 are in agreement.
- 14. SCHECULEO CO?.*PLETiGN 15. RESPONSIBILITY FOR CORRECTIVE ACTION DATE '
3/26/76 J. E t*,=. . n
- 15. CORRECTIVE ACTION TAKEf1-
~
A list for recall of instruments requiring calibration , i thefollowingweekhasbeenmadeandrecalfikinprogress. This list will be j updated weekly.in accordancp with FPG-4 paragraph 2.5.B.'l
- 17. DATE CO.'.1RLETED M/7'4/76 12.WSUCl.it(hl/ (TED/iY'RESPONSISLE w w, ig' AUTHgN we, ,
(
- 10. CORpFCTn'E* ACilON VEltlFIED GY OAE Q
,5, 3) gy"J,%--r=>
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- 20. DATE AAO-c6-3.2s95 9/17/74 [ .
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9- ;7, cuIt.:TY ASSURANCE DISCREPANCYNREPORT 4.'iiidecATs j 1
2 /2', / 76 '
I. PROJECf/ DEPT./CGN rdACTOR 2. POINT OF ORIGitJ 5. OAC PREPARED BY:
O FIELD Midinna 1 nnd 2 - 07220 0 e CE y, y1cs,,g,,,
- 6. WORK PLAN DATE 7. CHECKLIST ITEM U. WHERE FOUND 9. Ol3CU53ED WITH N/A N/A Records Aren D. Palmer
- 10. CONTROLLlflG DOCUT.*ENT. SECTION, PARAGRAPH, ETC.
Field Procedure FPC-1 Rev. 4 Para. 4.0
- 11. OUOTATION ,
Para. 4.1 "When the need for a field procedure or instruction has been established.
the originatinc individual shall notify the PFE . . . . When approval is granted the orininator shall draf t and issue the document to the following nersons for review and approval (as a minimum) Ouality Assurance Engineer."
D 12. DISCREPANCY DESCRIPTION p contrary to the above the following procedures and instructions have been issued for
[\.
I use without being issued for review by. Quality Assurance. (Note: not all procedures require QA sign-off, but QA must make this determination) . FPM-1 Rev. 1 - 2/10/76, FIG-19 Rev. 0 - 2/20/76, FPG-15 Rev. 0 - 10/27/75, FIS-2 Rev. 0 - 2/11/76, FIG-13 Rev. 0 - 2/13/76, FIMI- Rev. 0 - 11/17/75. FIU-3 Rev. 0 10/17/75.
- ^
- 13. IIECOMMENDED CORRECTIVE ACTIGN
- 1. Issue these procedure 5to OA for detqrmination of the necessity to review.
- 2. Develope a system that will assure t il future procedures or revisions to these procedures will be issued for OA review prior to issuine for used.
- 14. SCHEDULED CO'. FLE TION 1 15. RESFCNSIS!LITY FOR CORRECTIVE ACTION DATE c ,
, c, 1 l J, p, gewnen
- 10. CORRECTIVE ACTION TAKEN i
1_ . , r e 4 ,, ,- l An index of n11 07 15: tin < f 4hid nrerad,irne nnd S n e was foruarded to the Field Ounlity Assurancelepartment. Dunl i t v Ac enene,< n 1- e ~ ~ -
I picted a review of these docunents b.1ned on this index. (Continued) j
- 17. 3 D /k's ATE /CO?.9t.E100 l 18. SilbMITi ED 4,Y RF5 FUN $"3LE SUTHORITV
?) v 9 6- 4, ' u , . f. . ( '- M . a._ ,_. _ .c ~
- 19. CcunEClivEg'TIONi\
- 4. r / En:rLj rp aycAEc.,,0 u D; a, 4.onh.y, h i, !
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07M QUALITY ASSURANCE DISCREPANCY PIPORT
- . Block. 16. Corrective Action Taken (Continued)
'2. Prior to their. issuance, all new field procedures and instructions and revisions thereto will be routed to the Office Engineer (or his designee). The Office Engineer (or his designce) will forward the docu-ments to the Field Quality Assurance department for their review.
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OUALITY ASSURANCE DISCREPANCY REPORT 4. nsuE DATs 03/25/76
,_ 1. PROJECT /OEPT./ CONTRACTOR 2. POINT OF ORIGIN Q FIELD 5. GAD PREPARED 3'.':
) Midland 1 and 2 O OFFICE g, 7, g g ,
G. WORK PLAN DATE 7. CHECKLISTITEM 3. YlHERE FOUND 9. DISCUSSED Y!)TH 03/13-26/76 N/A R. Moray OC IIold Aren (. po p , n -
- 10. CONTROL).1NG DOCUMENT, SECTION, PARAGRAPH, ETC.
Field Inspection Procedure C-3 Paragraphs 4.1.4 and 6.0
- 11. QUOTATION
.' Parn. 4.1.4: "
Clin t nurchn rd antn*4,1 n~' e n-n n, an n ,M 1 n ,, ,an- ",aA tal control at the jobsite shall be inspected in accordance with project resoonsibilities established by the Client and requirements established by the supplier. A precedure to implement these requirements shall be written by the PFQCE and approved by the -
Chief Field Quality Control Engineer".
Para. 6.0: " Segregated stora2e areas shall be established for separating noncon-forning itens fron conforning items."
\ 12. DISCREPANCY DESCRIPTION Client furnished valves and pipe (purchased for Palisades Project) have been on the (N site for approximately 2 years, but have not yet been inspected in accordance with
~'
Client re<1uirements nor has an inspection procedure been written. Also, although not established as nonconforming, the material is being held in QC Hold areas with nonconforming natorial.
l I
- 13. RECOMMENDED CORRECTIVE ACTION 1.
9 Prenare and innlenent a nrocedure to cover insnection of Client fu rniche rl ma te rial . 2.
QC IIold areas. Perform inanection of Client furnished rutarini nov on hand in
- 3. Disposition inspected naterial in accordance with FIP C-3.
- 14. SCHEDULED COMPLETION 15. RESPONS181LITY FOR CORRECTIVE ACTION DATE 05/14/76 PFOCE I 1G. CORRECTIVE ACTION TAKEN r.
- e
- 17. DATE COMPLETED 13. SUDMITTED 3YTIESPONSIBLE AUTHORITY
- 19. CORRECTIVE ACTION VERIFIED BY OAE
- 20. D ATE AAO-06 9/17/74 g>% =e \-
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File 16.7 W50uthworth I ' S*J2 'w11 # "" " " I" (A 'J ' ~~~~
. j tQ?. ills G5Keelef u / Project Midland 1 & ? ~
'd -24Slager ICCocke cm,mm p0W
,- RL cute: erg File Title NCR ' n on Mi ee n11 -
Subj ect File Uonconfomance VeMn m' Report No _0?-6Q This Honconformance Report is Issued To: Prepared B3Yjkh/I 3dDate 9-/s: -!
Dr. L. C. Meyers Approved By M j Y .. d % Date fMr/;:v EG&G Corporation 9025 East Kenyon Ave. Written R lyRequeste[ByDate
- 9 Denver, CO - 80237 Corrective Action Requested By Date 10 ifno is responsible for corrective cetion.
Nonconfomance Description and. Supporting Details: EG&G's QA Plan for Midland Nuclear Plant, Section 14, states in part, " Operating QA and calibration record chart will be maintained on site and located in the instrument shelter. This chart will indicate current-status of routine maintenance checks and site calibration or operational check Operating Procedures for Midland Nuclear Power Plant Meteorological Program and Parameter Logs states in part, "An individual folder is kept for each data parameter.
The calibration sheet for 'the sensor and signal conditioner card is filed in this folder".
Contrary to these requirements, QA records were found to have sporatic inspection frequency and incomplete calibration records.
' (Contd)
AEC Reportable Yes O no O See Procedure 9 (ror nuclear rrosect= o=1y)
Step U:rk neccccery Y:: O no U Gee P m edure 16 - Stop work no Recc=nended Corrective Action: '
A.
Four files were the above findings. reviewed during the audit and four files were found to have Therefore, the onsite file shall be reviewed for compliance deficiencies to updateEG&G's in accordance with the file. QA Plan and' take necessary action to correct B. Training to preclude recurrence. Refer to D. Amato & R. Nelson letters which are attac p.
Revised Corrective Procedure Action Taken: 2 and letter from D. Amato 3-23-76 and. Nelson 3-19-76. Retr In lieu of the deternined above recommended corrective action, EC&G performed the following and acceptable:
A.
Evaluation was performed and documented that there was no loss of data due to the site technician not perfoming duties in accordance with procedures and also provided comparison tests of_ meteorological data for the frequency missed.
1 Verificctiot' of Corrective Action Required ies X Ho C. (Contd) ')
l Method of Verification: f A. 1 Reviewed the EGaG's evaluation and letters and the comparison data to decemine acceptability. **
B.
C. _ Reviewed revised procedures for adequacy and acceptability.
- Reviewed onsite logs for adequacy and documentation of training.
Nonconfomance Closure ~ Confirr,ed By k, v Date p x ~pc To be completed at time of closure by Consu=ers Power QA Services.
< Page 1 of 2
.s
_-__..__.___;__[ [_ _ _
.q File f' T 16.7 Issue Loce September 15, 1975
-Project' Midland 1 & 2 File Title NCR's on Misec11aneous ff-~g Vendors
'( j Monconformance Report No QF-60 (Contd)
Nonconformance Description and Supporting Details: (Contd)
A. 60 meter icvel wind speed and wind' direction conditioner card - metrology laboratory data sheet was found with wrong due date and the QA records frequency found not weekly but from 3-10-75 to 3-28-75 to 4-16-75 to 5-23-75 to 6-10-75 and to 7-9-75.
B. 60 meter wind direction transmitter - metrology laboratory data sheet was
.found to be inconplete with no due date and the QA records the same as A with the same frequency. .
C. 91.5 meter level wind direction transmitter metrology laboratory data sheet was found to have no next due date and QA record frequency from installed date 5-13-75 and checks made from 5-23-75 to 6-10-75 to 7-9-75.
D. The south satellite wind direction-metrology laboratory data sheet was found to have no calibration date and QA records with same frequency as A and B.
-~
- 1 Corrective Action Taken:
k_,-. ~
E.s- The incpection frequency unc_ cntended te make the system more implamanrehl*
after an evaluation was perforned and documented. .
C. Procedure 2 " Procedure for Periodic Sensor Inspection and Operational Check" was revised to include a clause which would allow a variance in the system checks due to flooding, illness, or weather conditions which would prevent
! climbing of towers.
D. Training was given to the onsite technician by reviewing current procedures required in performing routine parameter checks of the meteorological system.
The training was documented in the site logs on 3-25-76.
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Page 2 of 2 4
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" /, 4 Attach:nent A This Ccoy For ,.
g File 16.3.6
. . ..so rt h SHHowell -
Issue Date February 3. 19/6 p) t CQHills CSKeeaeY '
/ Project Midland 1 T. 2 HWSlager ^ TCCooke. C0mit 6f3 F0Plff' File Title ?!CR's on Bechte]
JMilandin UFHolub "' "
Honconfomance Qgchardson Report no 0F-74 This Nonconfo:-"ce Report is Issued To: Prepered By [O Date 2-3 7!.
Mr. J. P. Connolly Appre red By0$btE5L Date LbW7l, f, ;.- j Project Field Quality Control Engineer Written R,eply Request,e<FBy Date 2-17-7#
Corrective Action Requested By Date 3-16-7e who in recuensible for cor ective action.
Honcenfomance Description and Suwu.t, lng Details: 10CFR50, Appendix B, Criterion X
- states, in part, thatr " Examinations, ceasurements, or tests of material or products processed shall be performed for each work operation where necessary to assure quality.
' The inspection plan for liner plate tolerances of the first lift, Unit 2 shell was signed eff on December 31, 1974, indicating that all tolerances were met. Subsequent work opetsine (i.e., form adjustment for containment building exterior concrete),
resulted in movement of.the liner plate. There is.no documentation that subsequent tolerance checks taken were reviewed to verify that adjustments to the plates did not place them out of tolerance.
AEC Reportable ,Yes O no G see Procedure 9 (For nuclear Pro 3ects ontv) m.
Ctep Ucrk I cccssaay Te::, O HO { 5ee iTocecure .!.ti - Stop Work Ko r
Recc mended Corrective Action: -
- 1) Document the review conducted of subsequent tolerance checks for first lift of Unit 2 liner plate.
- 2) Change the scope of the field inspection plan so that it is signed off after completion of subsequent work operations that could affect tolerances.
3): If present scope of the field inspection plan is to be retained, add a review 1 point toAction Corrective Master Taken: Inspection Plan C-lll-4 to assure that any subsequent tolerance (Contd on Attachment Al
- 1) The review was documented in letter frem J. P. Connolly to J. L. Corley dated March 3, 1976 (Bechtel Serial: FQCL-063). The only subsequent tolerance checks requiring review were radial tolerance checks. This documentation was placed in C-111-90 (FIPC-lll-4) file. l (Contd on Attachment A) .
j Verification of' Corrective Action Required Yes X No O. '
i Methed o'f Verification:
- 1) Reviewed letter FQCL-063_(Connolly to Corle' y , dated March 3, 1976) and referenced data.
tolerances. Letter was verified as being filedshow All radial tolerance checks conducted liner plate to be within required '
with the completed C-lll-4 inspec-tion plan for unit two first lift liner plate.
(Contd on Attachment A)
Nonconfor:ance Closure Confimed By / s f.-+ y.
(a) Date J-p. .v4 /
1 lb be co=pleted at time of closure by Consumers Power QA Scrrices.
Page 1 of 2
+ . - , - - -,, - - - , , , , , rn-r , ,
File 16.3.6
, _.* *~
Isrun Date Feb ~'ry 3, 1976
' Proj ect Midlund 1 & 2 File Title NCR's on Bechtel Quality Control f- g b
~ Attachment A to NCR No QF-74 Recommended Corrective Action:
- 3) checks are reviewed for out of tolerance measurements. The Master Inspection Plan is to be submitted for CPCo QA approval in accordance with procedures.
~
- 4) obtain clarification of Specification C-lll'(Sec. 8.0) to indicate when tolerance
~
checks are to be made. ,
- 5) Review Quality Control involvement in liner plate tolerance checks to assure timely inspections and completeness of documentation. ,
"1 Correct 1Ive Action Taken: .
- 2) Future C-lli-4 Field Inspection Plans will be signed off upon completion of the individual inspection. The scope of the plan has been changed on the first lift of unit one liner plate.
- 3) A review point will be placed on FIP C-231-1 (Preplacement) so that inter-mediate radial checks are reviewed to verify that subsequent work operations have not resulted in movement of the liner plate that would have placed it out of tolerance.
- 4) It was determined that, due to the scope of the specification, radial tolerance checks were conducted at a proper time and thus the requirements of the speci-fication were met and clarification of the specification is not required for radial tolerance checks.
1 Method of Verification:
- 2) Reviewed C-111-4 Field Inspection Plan (C-lll-97a & b)'for the first lift of unit one liner plate. The inspections were signed off as completed and the- 1 plans indicate to what elevations the sign offs apply.
- 3) Field Inspection Plan C-231-2-801 (Preplace=ent) for Unit 1 exterior concrete to elevation 652' was reviewed to verify that the review point co=sitted to was implemented. .
~
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Filt. 16.3.6 t aboutwo r tit diutwell { Issue Date February 9, 1976 HWSlager CSKeeley Project Midland 1 & 2 CQilills TCCooke
'('3( ,) JMilandin Consmn!.7 power' File TAtle UCR'c on Bechtel WFHolub -
Ouality Control GLRichardson Subicce Filo Report No 0F-76 This Honconfor=ance Report is Issued To: Prepered BMdf.%%. Date 2- 3 -7d J. P. Connolly Bechtel Project Field Quality
^E2# ** k WrittenReplyReques,tedByDate p ?-27-76 Control Engineer
, Corrective Action R'equested By Date 2-27-76 who is resuonsible for corrective action. I Ncnconfor=ance Description and Supporting Details: Field Inspection Procedure G-6 Revision 6, section 2.5 in Bechtel's Field Inspection Manual states in part that "The Project Field Quality Control Engir eer is responsible for preparation and implementation of Field Inspection Plans". Contrary to this requirement, a Field Inspection Plan has been' prepared and implemented for only one of more than twenty User Tests of-Concrete lhterials. However, initials and signatures of Quality Control Engineers do appear on the User Tests indicating a form of review.
'AEC Reportable Yes no X See Procedure 9 (For Nuclear Projects onb-)
This will be determined af ter Bechtel Quality Control responds to this NCR.
p Stop Ucrk Hecessary Yes C No @ See Procedure 16 - Stop Work No
& Reco:=ehded Correct'ive Action: (1) Prepare and implement the Field Inspection Plan for Useg Tests of Concrete Materials (2) Describe to what extent the User Tests have been reviewed before the Quality Control Engineer's sign-off was placed on the User Tests.
1 Corrective Action Taken: '
l (1) Future Concrete Material Users Tests will be documented in'accordance with Field Inspectict Procedure G-6 Rev. 6 Para. 2.5.
(2) J. P. Connolly, the Project Field Quality Control Engineer 3 has stated in letter /.f FQCL-062 dated 2-27-76 that "All Concrete Material Users Tests were satisfactorily reviewed in accordance with Bechtel Specifications 7220-C-208 and 7220-C-230 prior 1 to the Quality Control Engineer signing the Users Test Reports. ,
Verification of Corrective Action Required Yes X Ho Method of Verification:
(1) Bechtel QC has initiated Field Inspection Plan No. C-208-2-2, Log No. 2208 on 2-25-76 for Users Test No. 28. The plan no. a,nd log no. were verified on March 1,1976 in the Civil Field Inspection Plans log. ,
l (2) 21 User Tests were reviewed to compare the results obtained with the specifications. !
This ' review is documented in my daily lo' for 2-24-76, obcoSNde ONfi[rNofEtgea 0 da ggf d gpyry ,g 6,. ~
Date B - I - 7di *
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i'ib be co pleted at time of closure by Consumers Power QA Services.
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- Atte.ch=ent A Routa To Thin L u v For hlo 16.l.A mauu wworca anuowell , Icsue Date Mareh 1, 1976 IIUSlager GSKeeley ., ./ Project Midland 1 6 2 O)
Q CQHills ICCooke R!ilandin CCT,3Um3f3 FDMr File Title UCR's on beental
'iFHolub Construction GLRichardson Ifonconfomance
{ESch=anski subiect File Report I!o QF-79 This Ironconfor=ance Report 1: Issued To: Prepared ByMUk Date 3-l U A Date @ M X J. F. !!ewgen Bechtel Project Superintendent N *d h 5 WrittenReplyRequesje[ByDate 3 31-7 Corrective Action Requested By Data 3-31-7 who is resnonsible for corrective action.
Ironconfc=ance Description and Supporting Details: The Champion QA Manual issued March 12, 197,4 states in section III that "A regular review of the status of adequacy of the quality assurance program shall be aade by Champion, Inc., management, and properly documented. This shall be done at yearly intervals". Contrary to this requirement, there is no proper documentation on these reviews for 1974 or 1975.
AEC Reportable ,Yes C ITo @ See Procedure 9 (For miclear Projects Only)
Stop Work I;ecessary Yes C lic @ See Procedure 16 - Stop Work lio
?%J ~
Rece= ended Corrective Ar '
(1) Champion management sr.all review the adequacy of their quality assurance program for 1974 and 1975 and send the results of that revieu.
(2) Corrective action should be taken by Champion if any deficiencies are found.
(3) Champion shall implement this procedure to preclude repetition.
~
l ~
Corrective Action- Taken: .
1 Verification of Corrective Action Required Yes Ito k:ethod of Verification: .
bronconformanceClosureConfimedBy n . Date
- k. 1 To be co=pleted at time of closure by Consu=ers Power CA Services.
Page 1 of 1
1 k .
A -
"D- Att >,.Jnt i i
[ Route To Tnis Coor For .'
( File 16.3.4 q FMSouthworth ShHowell, .f I Issue Date March I,' 1976
'HWSlager GSKeeley b/ Project Mid imi 1 r, ?
.CQHills TCCooke.
JMilandin CCASUMEt3 Power File Title ucR'n on necheni WFHolub GLRichardson Nonconformance PESch=anski Subiect File Report no OF-80 This Honconfcz=ance Report is Issued To: Prepared By 3J 8.4h Date 3-I '76 J. F. Newgen Approved By I M M M -r Date S M /76 Bechtel Project Super,intendent Written Reply Requested By Date 3-31-7f f
i Corrective Action Requested By Date 3-31-7(
who is resnonsible for comective action.
Nonconfomance Description and Supporting Details: The Champion QA Manuals issued
- . . March 12, 1974 and June 5,1975 both state in section X that "We feel that the manu-
, facture of aggregates for concrete is considered a special process. We therefore,
, are extremely careful in selecting,a supplier for our aggregates and frequent visits are made to the plants". Contrary to this requirement, the last visit to the coarse aggregate manufacturer (Drummond Island) was on July 26, 1974.
~
AEC Reportable ,Yes No @ See Procedure 9 (For Unclear Projects Only)
( Stop Work Necessary Yes O no B see Procedure 16 - stem woric no Recommended Corrective Action:
(1)' Champion shall make an evaluation of this aequirement' to determine whether the visits to the coarse aggregate manufacturer are relevant to the quality of their
, ' concrete or not.
_ (2) . If Champion's evaluation determines t);c visits necessary, then they shall .
implement this requirement.
y(3) If Champions evaluation determines the visits unnecessary, then they shall Corrective Action Taken: revise this requirement to so indicate.
Champion has evaluated this requirement and has determined the visits to the coarse aggregate manufacturer (Drummond Island) are unnecessary, but visits to supplier (Wirt Stone of Bay City) are necessary. Champion has revised their manual (issue date February 23, 1976) to incorporate their evaluation. -
1 Verification of Corrective Action Required Yes x Ho Method of Verification: . -
The need for visits to the coarse aggregate.manu'facturer was discussed in the Post-Audit. Conference on February 17,'1976. The letter BCCC-1650 was reviewed.
Champion QA Manual (issue date February 23, 1976) was reviewed.
.A Nonconfomance Closure Confir=6d By hd $.9b Q Date + < 7 6 1
Tb be co=pleted at time of closure by Consumers Power QA Services.
~
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- Attachme'nt A Route To This Cony For #* File ig,3,n FMSouthworth HWSlager SHHowell GSKeeley
-(\ .s Issue Date Project M aeh 9. 10*A u m , ,, a 1 c. 9 CQH111s TCCooke power C pile Title ynn ,,.,n,.,.,
c JMilan' din WFHolub """~+"" "#^'
nonconformance GL,R,ichardson
- r. ,
Report No ep _ai This Nonconformance Report is Issued 'Ib: Prepared BygM # Mate 3-3-74 Approved By G # [M d ,E Date _S/5/16 Mr. J. F. Newgen f-
~
, Project Superintendent WrittenReplyRequestekByDate 3-17-76
, Corrective Action Requested By Date 3-31-7t :
who is restonsible for corrective action.
Nonconfomance Description and Supporting Details: WFMC-1, Rev. 1, " Welding Filler Material Control Procedure Specification" requires under Section 6.4 7) that, "Where physically possible, low hydrogen type electrodes shall be used directly from the rod warmer". *
'd 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 were other rod warmers in identical locations on other dome assemblies and the ob-served welder's rod warmer was on a scaffold approximately 10' from his location.
AEC Reportable Yes No Q See Procedure 9 (For Nuclear Projects Only)
' Step Herk Nects::r/* Y: C N0 C Sec N ced::: 16 Ctcp W0rh NO Recommended Corrective Action: '
- 1) Instruct welders in proper use of rod warmers.
- 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: -
l 1
Verification of Corrective Action Required -Yes no Method of Verification:
Nonconformance Closure Confirmed By f^\ '
(_,/
Date 1
To be completed at time of closure by Consumers Power QA Services.
Page 1 of I
/ .. , , ,
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Attach:sent A R'u't3 o To 'Ihis Cony For Fils nISouthworth stillowell p, Issue Date 1 c,_ , ::
..u, CQHills GSKecicy .mn D) HWSlager TCCooke (U .. Project m %a '1 r. 9 JHilandin Contin:!Et3 PNet File Title ncoe e n ., , ~. w ., 3
' WFHolub Nonconformance "" ""
GLRichardson Report no nr_e
'Ihis Nonconfor=ance Report is Issued 'Ib: Prepared By ((bwtd:vDate ji 7-75 Mr. J. F. Newgen Approved By 9j#dh Date JMdy/
Project Superintendent WrittenRekikRequestqdjdyDate 3-17-76 Corrective Action Requested By Date 3-31 who is resnonsible for corrective action.
Nonconformance Description and Supporting Details:
WFMC-1, Rev. 1, " Welding Filler Material control Procedure Specification" controls weld rod on liner plate (per Section 7.4 of Specification C-111) and ASIiE Section III piping per the Bechtel Quality' Assurance Manual (BQAM).
Section 6.3 of WDiC-1 states that,'"The LFWE is responsible for designating the correct filler materials to be used for each weld or group of welds through the use of WR-S and WR-6 Torms.
in detail." Bechtel Standard Procedure WD-1 covers the use of both forms Bechtel Helding Standard WD-1, Rev. 3, " Quality Control and Documentaticn !
Proce' dure for Welding and Nondestructive Examination for ASME Code, (Contd on Attachmer; AEC Reportable Yes No @ See Procedure 9 (For Nuclear Projects Only) p Stop Wort Necessary Yes C No x See Procedure 16 - Stop Work No Reconmended Corrective Action:
- 1) Provide assurance that Revision 3 of Form WR-6 addresses the requirements of Revisions 0 and 8.
- 2) Use the revisions of the form that are required by the procedures or, if Revision 3 of the procedure is acceptable for use, amend the procedures contained in the BQAM to allow use of the form. ,
1 Corrective Action Taken:
l l
l I
Verification of Corrective Action Required Yes O Wo O .'
hthodofVerification:
Nonconformance Closure Confirmed By
, Date f~~'\
k/ 1 To be cos:p3eted at time of closure by Consumers Power QA Ser rices.
y Page 1 of
..~p -- - . . , _. . . _ _ . - _ .. .. __ _
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File - 16.3.4 Issue Date March 3,1976
. . f,.') Project Midland 1 5 2 M
- File Title NCR's on Bechtel Construction Attachment to Report No QF-82 Nonconformance Description and Supporting Details: (Contd) l-Section III, Division 1 Applications, " covers the use of the WR-6 " Filler Material l Withdrawal Authorizaticn", under Section 9.0. Section 9.2 of WD-1 states in part that, "Two versions of Form WR-6 are approved for use. These are specifically:
l
'WR-6, Revision 0 (for manual data input); and WR-6, Revicion 8 (for manual or com-puter data' inpur)." Revision 0 is dated May, 1973 and Revision 8 is not dated.
3
- -Contrary to the above; WR-6, Revision e, dated Ap'ril 1,1971 is in use for liner
) plate and ASME Section III welding. M u
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Attachment A i . g**4 &
' Route To 'this ' Cony For
- msouthworth Suttowell
. File 16.3.6 !
O . .
Issue Date March 12. 1976 HWSlager- CSKeeley \u Project
'O CQHills *TCCooke malnna i s 7 JMilandin CES!!mCT3 PHICI File Title NCR's on Bechtel i
WFHolub. Quality Control CLRichardson "" ***""
Subject File Report UO OF-31 This.Nonconformance Report is Issued To: Prepared By3eu11M/h.v Date 3-12. 'M J. P. Connolly Appr ved ByMAM n - Date. 7/.t /74 "
} Bechtel Project Field Quality Cr 7 trol Written Reph Reques By Date 4-12-76 Engineer Corrective Action Requested By Date 4-12-76
- who is restonsible for corrective action.
Nonconformance. Description and Supporting Details: Specification C-208, Rev. 6 section 7.3.2 second paragraph states in part that " Cylinders shall be made, cured and; tested in accordance with ASTM C-31, and C-39".
ASTM C 31-69 section 7.3 states in part " Remove test specimens made for checking the adequacy of the laboratory mixture proportions for strength, or as the basis for acceptance, from the molds at the end of 20 + 4 hr. and
- stored in a moist condition at 73.4 i 3 F (23 i 1.7 C) until the moment of test. As applied to the treatment of demolded specimens, moist curing means that the test speci-mens shall have free water maintained on the entire surface area at all times. This condition is met by ir.mersion in saturated lime water and may be met by storage in a i .
moist room or cabinet meeting ~ the requirements of ASTM Sp'ecification C 511".
. AEC Reportable Yes 'Ro @ See Procedure 9 (For Nuclear Projects Only) (Contd on Attachment)!
Stop WorX Necessary Yes C No @ See Precedure 16 - Stop Work No l'
Recomended Corrective Action:
(1) ; Receive a Project Engineering evaluation on the ' acceptability of these six concrete cylinder results and how these results represent the concrete placed.
~
' (2) .Take corrective action to preclude repetition. The written reply to this is i
requested with the Project Engineering evaluation. -
1 '
9~ Corrective Action Taken: -
.t 1
Verifinction of Correc'tive Action Required Yes O no -
i Eethod,ofVerification:
l a
Nonconfornance Closure ConfirmediBy Date 1
Tb be cc::Oleted at -time of closure by Consumers Power QA Services.
Pace.1 of '2 4
~
Film 16.3.6 Issue Date March 12, 1976 Project Midland 1 & 2 File Titic NCR's on Bechtel
, Quality Control
! Attachment to NCR No QF-83 Nonconformance Description and Supporting Details- (Contd)
ASTM C 511-63 section 3.1 states in part that "The atmosphere in a moist cabinet or room shall have a temperature of 23 1.7 C and a relative humidity of not less than 90 percent. The moisture in the atmosphere shall be saturated to the degree needed to ensure that the exposed surfaces of all specimens in storage will both look moist and feel =oist at all times". Contratf to these require =ents, six cen-crete cylinders being cured by immersion in unter were found partially exposed to the air in the curing tank for approximately 4-6 hours. The six concrete cylinders were lying horizontal, approximately one inch of the cylinders was not immersed in the saturated lime, water and approximately one' third of the ex-posed surface of the cylinders did not look moist.
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- Page 2 of 2
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' Attachment A Route To 'Jhis Cony For .., ;.a File 16.3.4
(~N FMSouthworth SHHouell Incue Date 9, , r. k n 1 on
- h' r;; ,
(j' HWSlager GSKeeley Project Miriinnd 1 & 2 CQHills TCCooke CCnsu:7.SfS FWl f File Titic NCR's on Hechtel ,
JMilandin con s t ruc tion WFHolub Nonconformance GLRichardson Report No ov-84 Thic Ncnconfor=ance Repczt is Iscued To: Prepared By ,d Date .S-23. 76 l -
Mr. J. F. Newgen Approved By @ MI M [ Date # d k 7-Bechtel Project Superintendent Written Jicply Requestgdd/ Date 4_nn_7s Corrective Action Requested By Date 4-20-7(
vho is responsible for corrective cetion.
Ucnconfomance Description and Supportins, Letails:
Storage surveillance report FS-76-20, " Storage of Stainless Steel and Nuclear Service Carben Steel Pipe, " documents three storage discrepancies which were not corrected within the required time and this NCR was written to obtain corrective action on those items. The nonconformance descriptions are as follows:
- 1) F-1-22, Rev. 3, storage forr. for Non-Q " Shop Fabricated Stainless Steel Atmos.
Radwaste Drainage Piping System for Aux. & Reactor Building," requires that all pipe' ends and openings shall be capped and/or sealed and that all closures and tapes must be intact.
(Contd on Attachment)
AEC Reportable Yes No @ See Procedure 9 (For Hutlear Projects Only) p
/ (.j - Si,op *dori Heves=r.ry 'les C IC @ 3ea Wocadme 15 - Gtop Work No ,
No hold tags applied.
Recc= mended Corrective Action:
- 1) Correct the storage discrepancies and document the correction.
- 2) Verify cicanliness of the pipe and if found to have an accumulation of dirt or foreign substance, clean in accordance with approved procedures. Where work is necessary on closures, verification of cleanliness is to be made prior to repair or replacement of the closure. The verification of cleanliness is to be documentet 1)3 Instruct cognizant personnel of storage requirements and document the instruction Corrective Action Taken: .and to whom it was made.
'. 1 Verification of Corrective Action Required Yes No C .
b:ethodofVerification:
i .
Nonconformance Closure Confirmed By b( 1 Date ,
To be completed at time of closure by Concumers Power QA Services.
Page 1 of 2
~ ,
~ - ~ - - ~ .- . %
.-.f-_-
< 8' , . File 16.3.4-
.' ' *l- Iseue Dar ' Hsrch 23, 1976 Project Midland 1 & 2 File Title NCR's on Bechtel
Construction rN,,N)-
, Attachment to NCR Report No QF-84 Nonconformance Description and Supporting Details: (Contd)
Contrary to the above, the pipe stored at the Sasse Road laydown area was observed to have four cracked end caps and one flanged opening that was not covered.
- 2) 'F-1-17, Rev. 4, storage form for Non-Q " Shop Fabricated Non-critical Austenitic Stainless Steel Conventional Steam and Service Piping," requires Level D storage and thus items shall be stored on cribbing or equivalent.
. Contrary to the above, pipe spool OHCD-154-S614-9-1 in the fenced laydown area was in contact with the ground.
- 3) F-1 forms for storage of Q-listed stainless steel pipe require that all pipe ends and openings shall be capped and/or scaled.
Contrary to the above, a pipe spool of Palisades pipe in the QC hold area had a pipe cap missing.
f%
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. Page 2 of 2 l' ,
, - . - _ - . . - . - . . ~ . - .-
./ - -
Attachm:nt A Route To FMSoutnworth This Co~f For dnnowc11 j fh FA_e Issue Date 16.3.4 March 23. 19/o HUSlager CSKeeley . Project Midland 1 4 2 CQHills T"Cooke JML.'andin COfm!mtiS Fo u r rile Title Nc m nn n~ Erni WFHolub "" #" * "
Nonconformance CLRichardson Report No OF-85 Filo This Nonconformance Report is Issued To: Prepared By / E M ) Date J-27-76 Mr. J. F. Newgen Approved By g d [ Date<YJM/V
/
Bechtel Project Superintendent WrittenReplyRequest.edByDate 4-06-76
</
Corrective Action Requested By Date 4-20-76
! who is recuensible for corrective cetion.
Nonconfomance Description and Supporting Details:
Specificatiort M-204, Rev. A " Technical Specification for Field Fabrication and
.- Installation of Piping and Instrumentation for Nuclear Service," states under section 6.2 that "Austenitic stainless steel piping may be stored outside on cribbing. Cribbing shall be of sufficient height to eliminate direct contact between the soil or rock of the laydown area and the piping".
Contrary to the above, 3/4" fuel pool leak chase piping was observed to be in contact with the ground in the area west of the combination shop.
AEC Reportable Yes O No O See Procedure 9'(For Nuclear Projects Only)
Fton Unrk Necessarv Ves O No M See Procedure 16 - Ston Work No No hold tags applied.
Reco=merded Corrective Action:
- 1) Correct storage of pipe.
- 2) Verify cleanliness of pipe and, if found to have an accumulation of dirt or foreign substance, clean in accordance with specification M-204. Verification ,
of cleanliness is to be documented. ;
i 3) Provide assurance that other pipe in the area west of the combination chop 1s j 1 stored in accordance with applicable storage requirements. ;
, Corrective Action Taken: ..(Conta on Attachment) i l
l l
.i y
Verification of Corrective Action Required Yes No .. l 4
i 1 ethod of Verification:
4 -
~
1 Nonconfomance Closure Confimed By Date Q
S'b be cc=pleted at time of closure by Concumers Power QA Services.
Page 1 of 2 tr y ,--.:,g,,,, ,-g,y -
, a
.),- '
- ,. File' . 16.3.4
- ^ ( , Issue D March 23, 1976
~
Project Midland 1 &-2' File Titic UCR's on Bechtel Construction :
4 Attachment to Report No. QF-85 ,
i Recommended Corrective Action: (Contd) - .
- 4) 'As the area west of the combination shop is not a designated storage area, i describe how this area is monitored to verify that storage is proper.
- l l !
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-1, -...._~.-._,-.r.._..r'_ w%w.w.,-.,,,w-,.-.-,-wn_wv-m.,ww.we, ,,,m my..,.,, w w% ,_ m ,., e %-y ,wng. ,,.,,,p
, n o m-n o a Ronta To '011 : (^Y For
., * '.e 3 r, . q A FMSouthworth S!!Howen .- ; .i..suo Date March 23. 1976
^
HWSlager CSKeeley .i Project Midland 1 & 2
/~"N CQHills TCCooke
'( ) J:lilandin C T3 Pc'ifer File Title NCR's on Bachtel WFilolub Honconfomance """"U "
1 GLRichardson Report No 0F-86 v o r.
This Nonconformance Report is Issued To: Prepared By /2'c 4 4M We J-23-3 Mr. J. F. Newgen Approved By::'Ydd. Dhte M M d (
Bechtel Project Superintendent Written Reph Requestedb/ Date 4 ,' Corrective Action Requested By Date 4-20 ;
who is resuonsible for corrective action.
Nonconfomance Description and Supporting Details:
WFMC-1, Rev. 1, " Welding Filler Material Control Procedure Specification" requires under Section 6.4 7) that, "Where physically possible, low hydrogen type electrodes shall be used directly from the rod wamer".
Contrary to the above, one welder on each dome assembly (C-lll-136 and C-lll-135) was ,
observed to be using low hydrogen rod (E7018) from a leather quiver in a stub bucket.
It was physically possibic for the welders to be using rod directly from a warmer.
Discrepancy observed on March 19, 1976.
AEC Reportable Yes No @ See Procedure 9 (For Nuclear Projects Only)
Stop Work Necessary Yes O no 8 see Procedure 16 - ston Work no
[V t No hold tags applied.
Recc=encea Corrective Action:
- 1) Instruct welders in proper use of rod warmers and document reinstruction and to
'whom-it was made.
- 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:
l l
1 Verification of Corrective Action Required Yes No O !
bethodofVerification: 1 1
1 l
Nonconformance Closure Confirmed By l Date !
l
,O y
( ,/ To be completed at time of closure by Consu=ers Power QA Services.
Page 1 of 1
. i
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Attachment A Route To This Cony For Silltowell p File 1c,.3,4 l
L/
} FMSouthworth H11Slager GSKeeley
.lQ.
'a Issuc Date ,Maren 2.3, 1976 Project u m .,,,a 1 c, >
CQllills TCCooks JMilandin IUniif3' EDW8f File Title NCR'n on hechtel WFilolub Nonconformance Cons tmen gehardson Report No or_g7 D11s Nonconformance Report is Issued To: Prepared By [ [ N b - 4 *Date J-EJ64 Mr. J. F. Newgen Approved By Md N_. I Date M 2 V$4 Bechtel Project Superintendent Written Reply Requent d Dy Date 4-06-7' Corrective Action Requested By Date 4-20-7<
who is recronsible for corrective action.
Details:
Nonconformance Descrirtion Criterion VIII of 10CFR50, and Supporting' Appendix B, Identification and Control of Materials, Parts and Components," requires that traceability be maintained for materials, parts, and components by appropriate means. , Letter BCCC 471 dated July 16, 1974 (copy attached) concerning reusable liner plate scrap, contains a commitment to stamp heat and slab numbers in pieces cut out of liner plate. The stamping provided the traceability required. Also, the letter commits to maintaining all future usable scrap in an orderly manner.
Contrary to the above commitment, liner plate scrap located at the northeast corner of the jig building and west of the unit two dome erection jig was observed to have scrap pieces that did not have heat and slab numbers stamped and that were not on cribbing.
AEC Reportable Yes No @ See Procedure 9 (For Nuclear Projects Only)
Stop Work Hecessary Yes No See Procedure 16 - Stop Work No No~ hold tags applied.
Recc= mended Corrective Action:
- 1) Provide required traceability on items that lack the heat and stamp number. If traceability cannot be determined, dispose of the material as non-usable scrap.
The' traceability is to be provided by stamping the heat and slab number as committed to in the above referenced letter. -
- 2) Clarify " orderly manner" as described in the above referenced letter and then store the scrap in that manner.
1 (Contd on Attachment)
Corrective Action Taken:
l l
l Verification of Corrective Action Required Yes C No O '
Method of Verification: .
)
I l
l I
A Nonconformance Closure Confirmed By (v) Date 1'ib be completed at time of closure by Consumers Power QA Services.
Page 1 of 2
, ~ . - - ,, ,
A File 16.3.4
' Issue Dat March 23, 1976 Project Midland 1 & 2-l- File Title NCR's on Bechtel t
Construction ,
f t
~ .
I t
Attachment to Report No QF-87 ,
I -
f-Recommended Corrective Action: - (Contd) i 1 3) Notify cognizant personnel of the requirements for liner plate scrap and i document the notification.
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~~
wnaut.cn PGPiER COMpgjy ~~ L1SCnlei i ower corporation j
- o U[L JUL 131974 d l
Po:t O'fico Cox 2107 N ,
c .s riio:se. r.:tenican 4cs4o
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-(V ,
July 16,1974 .
rAIDLAND P!. ANT P.101ECT .
N.lDLAND, M!cy;cAn - ~'
l '
Y_ L.n.e VM, - '
Consumers Power Company P.O. Box 1963
[ ' : '
liidland, Ilichigan 48640' * .- ;
I :.
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Attention:
~
J. L. Corley -
Dear fir. Corley:
Job 7220 liidland Project Liner Plate Scrap ;
BCCC 471 . .
This is in response to your letter of July 11,1974, (File 16.0, Scrial '75, FQAEmaterial.
scrap 74) pertaining to the storage of usable and non-usable liner plate As normal cut outs in the~ liner plate are made, the heat (7 and slab numbers of the original plate are transferred to the piece cut out by means of metal stamps.
Ve is Uien leid aside for possible Thefuture cut out,us or.so called usable scrap maprial. .
l!e agree that the pile of usable scrap material at the hortheast corner '
of the Jig Building needs correction.
lie will therefore issue instructions to restack that material en cribbing and to maintain all future usable scrap in an orderly ~ manner.
There is no segregatica required for non-usable -
, scrap as pieces in this categor/ are disposed of.
,. . Very truly yours', .
,E. E..: Felton -
M[ '
EEF/CFC/jm '
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p y -
4 -
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g f % g ?- W f *C. M .y ~ o g : y At. tach =hnt A
~hout<2To lO.irCnvFor /~ .
File 16.3.4 m IM33uthworth , S EE . s i L Issue Date y m .h rt. 1og h?51ager 05Kea12y {g. rN
- Project n u t ., ,,,, t r. 9 (U) CQZills TCCoo*w GL11-hndso:. CFAmtrMDmr File Title NCR's on hehtol.
JMilandin Construction Nonconfo mance Ifhl"U p Report Ito 07-88 _
Dtis Honconfo mance Report is Issued To: Prepared By 78862fMJate 3/M/74 J. F. Neugen ^EE**** # -
O*t* *W?*' '
Bechtel Project Superintendent Written Reph Requeste[ j By Date M/,2o/74 Corrective Action Requested By Data 4/4/7 vho is resnonsi'cle for corrective action.
Honconformance Description and Supporting Details:
On March 10, 1976, tendon sheathin;; was found open back of the condenser storage area and near the paint and sandblast building. The Material Storage Supervisor was notified at that time of the problem. On 3/17/76 during the NRC visit the problem was again identified. At that time the MSE uas contacted and he said he would have the sheathing covered by 3/18/76. A portion of the open ends were covered, but some of them are still open. .
9 AEC Reportable Yes O no a see Procedure 9 (For nuclear Prosects only)
St.up WuA lieuessm;r T== C UO $ Gee Fivceluie 10 - 3c* uy "Tvik UO No hold tags applied. ..
Reco= ended Corrective Action: .
Inspect, clean ~if necessary and document all of the. sheathing that is now open.
~
1.
- 2. Recap or cover all of the sheathing that is now open.
- 3. Instruct personnel with storage responsibilities in proper techniques for storage maintenance to preclude repetition of this or similar problems.
1 Corrective Action Taken: '
Verification of Corrective Action Required Yes C Ito O biethod of Verification:
Honconfomance Closure Confir=ed By
- v -[ Date I
To be corpleted at tine of closure by Consumers Power QA Services.
Pa.3c 1 of 1
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w"me.W Pm'iER C01.W.t;y- t5eCntel l'oWer corporation O h h $[l E[ S O g
Po:t Omco cox 2107 kM.
JUL 131974 3 tiictor. . r.nenican 4csao J f_\
y/ , July 16,1974 -
RAID!.AND p! ANT P.loJECT '
klDLANO, M!cy;agn '
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Consumers Power Company P.O. Box 1963
'. h* D
l4idland, Ilichigan 48640' Q ,"]. [ [ F -
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Attention: truen lDg. =
J. L. Corley - "%
Dear fir. Corley:
. Job 7220 tiidland Project 1.iner Plate Scrap ,
BCCC 471 This is in response to your letter of July 11,1974, (File 16.0, Serial '75, FQAEmaterial.
scrap 74) pertaining to the storage of usable and non-usable liner plate As normal cut outs in the' liner plate are made, the heat q and slab numbers of the original plate are transferred to the piece cut out Q hy means of metal stamps. The cut out, or so called usable scrap reatorial s is Umn leid aside for possible future use. -
lie agree that the pile of usable scrap material at the hortheast corner of the Jig Building needs correction. .
Ile will therefore issue instructions
~
to restack that material en cribbing and to maintain all future usable scrap in an orderly manner. There is no segregation required for non-usable -
, scrap as pieces in this category are disposed of.
Very truly yours', .
A;7
,E. E.. Fel ton -
EEF/CFC/jn .
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cn.gi cf.,ev .}Ujl!!!:!Isdr 7. .,;:,7.m m b ge p gy, h 4 g y : d Z s R'-.};,=t%W , p r. 7. y ,-. m3l At,tachEtnt A eLg
.< t i .
F.oute To l O.is' 0 :ov Fr I ./ File 16.3.4 m FX3outhworth SHEOE ti l . Issue Date p.ir,-w rt. to7A
- .751a3er 057,eeley g"a Project .uai,-s i t >
C03111s TC an :
GLRichafdson U 'Wi EM File Title NCR's on Bechtel J:lilandin "" '
!!onconfomance I}Iglub p Report Ito ()F-88 ,
'Ihis Ironconforr.ance Report in Issued To: Prepared &/ 788/.'r2/EDate S/M/76 J. F. Newgen ^E2 # *"'-
[
Bechtel Project Superintendent Written RepI- Request [&/ Date M hs/74
, Corrective Action Requested &/ Data #4/7 uho is resnonsible for corrective action.
Ironconformance Description and Supporting Details:
, On Ihrch 10, 1976, tendon sheathing was found open back of the condenser storage area and near the paint and sandblast building. The Material Storage Supervisor was notified at that time of the problem. On 3/17/76 during the NRC visit the problem was again identified. At that time the MSE was contacted and he said he would have the sheathing covered by 3/18/76. A portion of the open ends were covered, but some j of them are still open. .
a AEC Reportable .Yes C I!o @ See Procedure 9 (For Iinclear Projects Only) l'^
Si,u p W u r i li:c e s s e n i== U 10 @ Gee Fid.Mina 10 - G'up c iTvik 170
?' No hold tags applied. ..
Reco = ended Corrective Action: .
- 1. Inspect, clean if necessary and. document all of the. sheathing that is new open.
- 2. Recap or cover all of the sheathing that is now open.
- 3. Instruct personnel with storage' responsibilities in proper . techniques for storage maintenance to preclude repetition of this or similar problems.
1 Corrective Action Taken: -
1 Verification of Corrective Action Required Yes ITo O kiethodofVerification: .
J 1.onconfomance Closure Confi=ed &/ -
ImKl
\
Date 1
To be coupleted at time of closure by Consumers Po fer QA Services.
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. ; ^onne Date March 26. 1975 l HWSlagcr WEKaceler (2) (8 - Pr jset Midland 1 & 2
- l
- CQHillo s TCC:cka , .
WFHolub '+- E I *. File 'i1tle _NCR's on Bechtel
' I l
(
- GLRichardson ' Nonconformance -
U "" * 'I "
/ Subject File ,
w/ , ,
Reporn 20 nt u -
I 'hin Nonconformance Report in Issued 'ib: , .
I Prepared. ByhMk f.$hDate 3-M 7N Mr'. J. F. 'ew' gen B;chtcl .Proj ect ,' Supe'rintenden't?. '
pproved B' Yk/ Date hd/7f--
Uritten Rhly Reque[d. By Iiate, 4 m-7 M j.* Corrective Action Requested By Date _4-23-75l
~
vho is resoonsible for correct'ive action. ' '
Nonconformance -
FPG-3, Rev. Description 2 "P.rocedure for and Storage,and Supporting Stora'ge Detail ,.
a nte'nanc'e
=:, . .of., ,Q-T.i'sted Mi .
Eciuipmeht ,
cad Mater'tal'" requires . structural:itchs. to be. stored on c[ ribbing or equivalent ..Howev'er, , . '
in is'en.ths dunnage.Stock;Str,'uctural *
- Stesr. ar'ca channel,is.'in " cont'act with .the. ground, even .though it
. . . *~
.. ., .. .~ . , .
. . .x.. . -..
. '~ -
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1
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XEC Reportable. Yes C No @ See Procedure 9 (For Nuclear Projects 0:0y) -
! .i Work Necessary Ye= 0 'ro 9 see Piecedure 16 - seen worx ho -
"ec~Med Corrective Action:- .
Place the: channel od'.additiondl duhnage a's r,eqdired or remove soil fro:5'u.nder th2 channel;.to prevent" contact with the' ground. . . . . . , . . . ~ ~ . ;
. . '.-*.,)
. n: -
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. .-. .. . . . . . . 1. .
1 ,
Corr:ctive Action Taken:
. s. .
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kerification$1f'CorrectiveActionRequired Yes O ro E Nethod of Verification:
-l..,
, ... '. ..~ .q ornar :e. Closure Confhed By _
, Date -
.w. . .
s .
r .. . .
'Ja ha co=pleted at time of closure by Consumers h,rcr QA Seivices. .
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..- - - u.u o way .t or '
F "110 _ 16.3.4 I GSKe21cy SHH:v21. [ t
.Jcue Dat3 March 26,1975 HWSicger . WEKic21cr (2)' '* kd Project Midland 14 2 I
- CQHillo '
TCC= kt '
UFHolub W PMf* File Ti.tle1:CR's on Bechtel I
1 Corrective Action Requested By Date 3-21 '
who is resnonsibic for corrective action.
.;s Nonconformance;DescriptionandSupportingDetails: , ,, ,
FPC-6, Rev. ' O, " Procedure for Storage and Storage Maintenance' of Non-Q-listei Equipment, and laterial," requires stainless steel piping and materials t'6 be stored 'a:
a Level C it (Section 8.2.3 (14)), and thus indoors or equivalent. , , .
'. [ Contrary to the above, stainless steel piping in stbrage area F was partiall:
~
i uncovered and some spools are .in ' contact with the ground. -
~
. r ,:
.<+.
AEC Reportable Yes C No @ See Procedure 9 (For Nuclear Projects Only) '
Stop Work Necessary Yes No @ See Procedura 16 - Stop Work No _
Re::ommended Corrective Action: -
b ' ' 1) Cover exposed pipe. . . -
- 2) . Place dunnage under pipe where required. '
- 3) Replace damaged covering material.
[ - ,
. -m 1
Corrective Action'Taken: .
. ~ .
',( ,
~
- 1) Exposed pipe has been covered.
- \
- 2) Dunnage has been placed where necessary.
- 3) Additional covering has been placed over the damaged covering.
. ..~.
Veri [ication.ofCorrectiveActionRequired Yes No 1
Method of Verification:
l l
Observed that corrective action has been implemented.
.f N Nonconfomance Closure Confirmed By d b'
, Date <>-si /Yf f .
T. 1 A To be completed.at time of closure by Consu=crs Power QA Services.
~ ~'
Page 1 of 1
Rout 7 To Th ' Copy For Filo 16.4.4 Iccu3 Data March 18,1975 l
CSKeeley Silllowell Project Midland I & 2
,, CQllills UEKessler (2)
) llWSlager TCCooke CCT.S'ImW3 POW 3f File Titic UCR's on Bechtel Construction (last)
UFilolub Uonconfomance GLRichardson Report Uo 0v-44 -
This Honconfomance Report is Issued To: Prepared By /,$[w;dN Date .7../5 -7:s Approved By $ $ $ Date Y W W J. F. Nessen Bechtel Project Superintendent Written RephRequeste[f Date _ 3-21-7 Corrective Action Requested By Date 3-21#7
~
who is responsible for corrective action.
Nonconfomance Description and Supporting Details: -
FPG-3, Rev. 2, " Procedure for Storage and Storage Maintenance of Q-listed Equipment and Material," requires piping to be stored as a Level D' item,(Section -
8.2.4 (9)) and thus stored on' cribbing or equivalent.
Contrary to the above, nuclear service carbon steel piping located in the fenced area cast of the QC hold area is in contact with the ground.. ~
AEC Reportable Yes O no 8 see Procedure 9 (For nuclear Prose = tis only)
(] Stop Work Uccessary Ye= 0 'no x see Procedure 16 - stop work no
(
Reco= mended Corrective Action: -
'- ' 1) Place material on dunnage as is required by procedure.
1
. Corrective Action Taken:
Pipitig was placed on dunnage.
/ . , .
berification of Corrective Action Required .Yes @ No
- biethodofVerification: - .
Observed that corrective action was taken. .
[^'s onconfor=ance Closure Confimed By .fff.d
'/ . Date 3-3 s -7 5 //
/
t Tb be co=pleted at time of closure by Consu=ers Power QA Services.
Page 1 of 1 e
., uuALIi T AMUHANGh PH7 HAM
.' MANAGEMENT CORRECTIVE ACT. , REPORT MCAR 1 REPORT NO. 10 JOB NO.._ 722.00 O NO. 1.203 DATE March 3, 1975 I
- DESCRIPTION (including references):
b See attached page and also reference drawings C-212 Rev. 1, C-221 Rev. 3, Non confornance Report No. 295 and Field Sketch FSK C-A21 -
- RECOMMENDED ACTION (Opdanal)
See Attached Page .
REFERRED TO ] ENGINEERING OA MANAGEMENT hCONSTRUCTION ISSUED BY -
{ } Date Project QA Engineer h 11 REPORTABLE DESCREPANCY {g IFIED LIENT_linvch 3,19],
NO i YES - +-
,>roiect uenoaer
/Date ', 7 :- ,
111 CAUSE
- Currently under further study. -
1 CORRECTIVE ACTION TAKEN
}.,.
- r. . . .
o AUTHORIZED BY Date DISTRIRUTION:
Peoi.ct u.a.o., FORMAL REPORT TO CLIENT -
Coast,veteen M.n...' . (11 Section il App *ist) Date
. .. .n.
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a7'
- ' ,5 'a'. /r','7i,,#
o .. ".it$t,,'. CORRECTIVE ACTION IMPLEMENTED
[.-y-Chief F. d OC E no.n ,
- o, r,oc u em.nl insp. M.,.
EO.,8,"''''
, . VERIFIED BY l
' Describe in space p,ow.ded and ettsch reference doev,nent. Project GA Engineer Date 1
A *Y'f.Y .YW)h *", j YYfGQQ-%& qty}K'A y.' 2'
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Bechtei Power Corporation .
Inter-office Memorandum I
~
73 K. Lawes/D. R. Johnson Date March 4, 1975
(.
e,,oject Management Corrective Action From W. F. Holub No. 10 or Quality Assurance cop'as to P. Hareinez At Ann Arbor E.. Rumbaugh R. Castleberry .
J. Newgen -
A. Horner C. Buhl W. Ferriss -
W . Richardson
- J. Connolly T. Valenzano Attached is Management Corrective Action Report No. 10 which was written on the Midland Project in accordance with Section V No.10 of the Nuclear Quality Assurance Manual. You are being identified as the action addressee in the resolution of the described discrepancies.
Responses from both Construction Managemant and Quality Control are re-quired by March 19, 1975.
{
W .h W. F. Holub Project QA Engineer ,
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WFH/le enc.
f' WFH-3-75 "33Q '
hj ,
r; J 14ARG 1975 DECHTEL POWER CORP.
'OB 732.0
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QU4UTY ' AUDIT Fl" DING i 'U2'-"
~ ~
3/31/75l' rrrn..
1 1
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(g. m,1. Midland . .. 1. .&. 2. ., . . ..Job . No. 07220 Construction ***'*= C. Richardson I i .. ; . . . . . . . ............ . . . . . . . . ............. j
. i 1 10 U. S. Testine Filns l L..mu................................. . . . .
e I 1
U. S. Testing OA Manual, Rev. 3' .
t i
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17.1 Conditons adverse to quality shall be promply identified and reported ...... .
These conditions shall be corrected as soon as practicable ..... .
l 19.1 A comprehensive system of planned and documented audits shall be carried out quarterly ..... . Deficient areas shall be re-audited until corrective actions have been accomplished.
I
- t. . . - ,. .
i.'.' ' ,
, l
- 1. An audit report d.ated 11/7/74 identified a defficiency in the storage of records.
No corrective action to resolve this problem has been.taken and the area has not been re-audited. .i l v
, 2. The last audit was conducted on 11/7/74. That audit (No. 4) covered a period
.( of four months rather than the specified three months. Audit No.5 should have been accomplished early in February.
._.u.........
Instruct U. S. Testing to conduct an aud'it within 30 days and take action to assure that future audits will be accomplished quarterly. Also instruct U. S. Testing to initiate timely action to correct deficiencies which are identified during these cudits.
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5/2/75 pFOCE
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3/10thru3/1h/75'
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I and 1 & 2 '
construction 0-- V. J. Key
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N/A 00 Files Al Toulden LUCCE __,
.._...... ........ ......1Pfeffdix C Seetion III **
Snee. C-111 Rev. Rev. 2 IX 7<90 -
ca. . . .
4 -
C: pics of procedures personnel and equipment data and er, h tion results nhn11 be' maintained.
~ *
- Th3 fonoving 123 (MT) reports do net indicate the instrument used in the perfomance -
.(lit) of this inspection report numbers. 285, 291, 306, 307, 333 & 339
- ~
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- . . . . ~ . . .
R; view ITIE (!-2) records of containment liner plate velds.
R: cord instru=ent identification, certification and calibration data on NIE (I2) reports.
l
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................... ..........,,.............e.......
l.
I 3/2B/i5 J. P. Connolly PKCB -
1 w ......4...... ..
All 1128 NIE Report's have been reviewed and h3 Magnetic Particle Reports (including those id:ntified on this QAF) do not include the test equipment Sumbers. A review of the cal- l 1
ibration records for all magnetic particle, equipment used on the jobsite shows that the cquipment was never out of allowab1'e tolerances. Therefore any IGE Reports that do not .
i1-Mcate the equipment number are considered satisfactory. Since 12/16/7h all 123 Reports v ) included the identification nudbers of the test equipment.
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.11/21/74
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l RS-2 (043)
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h_ _ AND -
JOB 7220 MANAGEMENT ** a = R. SO"J*CRFELD g.. . . . . . . . . . . . . ...... . . . . . . . . . . .. . .
'( l SITE ENGINEERING A. BOULDEM s.,............................ y ;.;_
7220-C-lll, P.EV. 5, PARA. 9.2.2.-2 / 7220-C-lll-REV. 5, APPENDIX C, PAP.A. 3700 09.2.2.2- Examination Techniques ,Section IX-3700" -(Appendix C)
Para. IX-3700 requires certification of examination to the required procedure specification.
. i Appendix C, IX-3750 (a) : "Each manufactuiereshall certify ,
that the required written examination. procedure specification l is in accord with applicable requirements of this code .and l
., IX-3700. '
The vacuum box procedure in use by site personnel (Ref. Spec. 7220-C-lll).
has not been reviewed by MF&QCS for consistency to approved NDE procedures.
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Submit procedure for MF&QC$ review. .
~
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23 **
PFE a ..
4+/m og /74 - .
..g.........
Approved procedure LT-VB-1, 2 is presently on site and being implemented. MF&Q.CS Review of Field Procedure FPR-1 indicates all previous work was acceptable. (See e,ttach:d letter DSP-025-001) .
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0.UAUTV AUDIT FiDDING -
t 11/20/74' W -
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m slat:D f *.AMAGEMENT * * " . ' "
B. PEACOCK
........ .,. JOB 7220 FG-1.1 5 SITE OFFICE T. VALENXAMO
........me........................ ,
__NOAM SECTION V NO. 6, PARAGRAPHS 2.0 & 3.0 .
Construction shall provide procedures for indoctrination ~ and training of personnel who perform functions which affect the quality construction cetivities. ,
. 1
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l No indoctrinati n and training procedures'for construction per'sonnel,
( 7 r than QC personnel, have been provided for the Midland site. , l U .
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Provide procedures for indoctirirjation and training of Midland construction site personnel. ,
~
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.. u . ........... .,.............................
l 12/2_3/74 Manaaer of Construction - Ann Arbor
,. m .............. .
Procedure FIG-16, Rev. 1, March 20, 1975 " Guidelines for Orientation, Indoctrinatica Training of Field Engine'ers and Superintendents" has been issued. The procedure et the QA review requirc=ent. I=ple=entation of the trainipg program has already
. b _n effected with specific training programs. Formal issuance of the procedure vill jrovide approved record formats for validation of these sessions. QAD 33 is closed by
("implementationofthisprogram.Implementation was extended to 4/30/75 by letter UFH-1-75-2Sk i 1
~ ~ - 2.;. .r.. -. -
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P T. . . . '. Qi"UTY AUDIT FINDING . P."
~
10/09/74 3
' b.. .......
C. V. Ilevton l d ;. 7220 Project Q.A. O- . , . , _ .
, . . . . . ............ ........ . . . . . . ... .... .. ~
lO Ironvorkers 82, Aux. Bldg. Stick Files 7 J. Dean; T. Lupo m..._......................... . . . . . . .
SF/ PSP $4, Rev. 1
~.. .
2.1.4 The Document Controller shall be responsible for carrying out the distribution...
of design documents.
3 2,2 The PFE shall maintain a field drawing distribntion list establishing nomal distribution. .
3s2 5 Dravings required in addition to those distributed in accordance with the distribution list vill be marked " Uncontrolled Dravings-Not for Construction Use." .. .
1 L.
- 1. Working Drawings are being issued to field engineers that are not on normal distribution.
These dravings are not marked as " Uncontrolled" and their distribution is not being inMntained by the Document Controller.
~
2.JSeven of 21 Q vorking~ prints vere noted to be outdated. Example: I.W. Working Drawing
( '320-C-313, Rev. 2 vas noted on the stick. Rev.3wasissuedon8/30/74. The :
1 Qavings vere destroyed during the audit. Additional vorking prints not in co=pliance i 7 with para. 3 2 5 vere noted in the Aux. Bldg. I
(
3 There is no procedure to cover the methed currently being used to distribute working prints.
..n..~....
'c) Comply with the referenced procedure for control of Working Drawings.
Review all Working Drawings currently issued and assure compliance.
b) If necessary, develop a field procedure and obtain appropriate approvals (including QAreviev/ approval).
l
,,..m _ -........... ................................
11/15/74 E. E. Felton -- --
fak"LD A4 procedure has been submitted to QA that describes the system currently in use for contral and distrio' ution of working prints.
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NONCONFORMANCE REPORT I '
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- 7. PROJECT NO. ..
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. 5 07220 .; . . '-
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> 25. Ol3POseT, Ore CONCUR RErtCE n .R_ EPORTED.sVA[M'}g. ' O ATE .
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QC Hold Aron ' .d 'e t".Mf ri.M: ., . 7..d G'l. !d 'M3
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QROUTE TO FIELO ENGjMEERfMG . . .g[,
- 19. NONCONFORMING CONO8TIOMs
. :s , O ROUTE TO M AT.ERI A.L.. SUPERVISOR
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thn r f 11 n e s.in f L ' % n nMn -
occurrnd during shipmanta . I Nonconforinnnce 'n6 rad ' ddrinn- receipE d6an..Elod! . -
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i A Aw.No,,ARTNO.
NONCONFORMANCE REPORT
- r. ,RoatcT NO.
g- '[^ 2 99 j RE v.
' ph,cidM o .T <W j oATE 2.. Ois,0sirwN cONeuR RE Nec
_Dpoc. C-38 -
5 07220 R. A. Moray . B/13/76 ~~~" "2" ""' " * * ' "
- m ... NUM.ER QC Hold Area ~ ),4) A HAQ9-b(SG/V~l19]_.
'B'3hAfl's 1 <
Scw Block 19
.. .T A R T U .T.T E M N O.
p .;me.E M ENT , A R T,/ ; RE..
c ..... . ............. -
N/A j / N/A ( i
.. ,U:cH A s E ORO E N NO.
.. 0c r.ELo NseccT.ON ei.AN NO. y . .. R E,L AcEMENT .ERw. NO. b**"* g ,f 4*['Y
.2220-0-3.8 see Blnck 19 n/A
- 4. C A NT F8 A CTO R/LO C ATION , 83.ASME O vEs irsOuacE ,_",'__"#'f.'/ ....
Jnga11s Iron Works /Verona, Pa. TEM OC NO Vendor 9 6, diEAUT8NG GNSTR UCTtON $t __
Q ROUTE TO FIELD ENG8HEERING ROUTE TO M ATERI AL SUPERVISOR
- 19. NENCONFONMBNO CONDITIONa Specification C-38 Rev. 4 reauires vendor to furnish a completed Form G-321-D and Certifientes of Compliance for bolts, certifying that bolts conform to the applicable specifications. Contrary to the above, C-321-D's and Certificates of Compliance have not been received for the following shipments of ASTM A-325 bolts and nuts
- Continued on Page No. 2 2 ). F4ELO 048POS4780N QFIELO RECOMMENO ATIONfROUTE TO PROJECT ENGINEERING 2 5. FIELD D8& POSITION RESULTSe 8 / j'* f o* $ ? Ys- Of A f$i N$ ff AO d* r b lbYNN- b 1 A
~
. / ML
- - . . . . ' N
- 22. Li .w.I.E T R ING 085PO 53710N
- 23. ENGINEE RING DISPOSITION RESULT 5s 6
- 24. tS EESIGN CN ANGC H EQUIRED O NO - " ' " " " " " " " * " " " " U~""~~ " " " * " "
O sea.,
O vee,sEEaTrAcHEO. .. .... .......... ...,
OR A W1H G M E V. - DCN
.ute.a.es.. e.sa. s,.. m.,.
_g Pi' c. R E v. . AO D.
4 As a-:
White Copy - Originator CC 03 2 Canary Ccay Field En0lneer ec Pink Copy - POAE
- Goldenrod Copy - OC O-a
, , L --- -
pguicer NONCONFORMANCE REPORT "?'
cP 298
[b LR AWIN H/f*A18T NO. . 8REV. 7. PHOJCCT N3. 12. R CPO RTE D BY DATE 25. DILPOS TION CONCU R RCNCE FSK-C-253 Sheet '1/ of .2
{). STEM CNSCRIPTION . , .
l3 7220
- 4. STEM LOC ATION A. Doos g ,@3 d '3/7/75 A CI/TED DY I DATE
- -- - -o -. - "..i.
Rein fofcing' Steci (J. LCLI A L N UM DE R * . ,;
Aux. Eldg.
- 9. ST ARTUP SYSTCM NO.
O.
h/O' -76~ ghMg P ossce 'hsto
. ph ears
[ . sit CPLACEMENT pap a i sem gr [ '[ ' .
! h '. i ' I. HA '
NA U
' R EV.
l
-T,h.. ... . . MO*"s M ...
32,4,'1
.2 ,
O. Pu u p H A S E, O R D C R N O. . ., gr .I 10. QC FIELD INSPECTION PLAN NO. 14. R CPLACEMENT SCRIAL. NO. ,m, p NA
- d 't '" ' ,
-A0502r25}6 Af584-)W f e' ' NA =v'r.uso=
f.' . 7 .r. I ! d*23/*f.% frW/
.i . - oava
- 0. CONTR ACTO R/LopTION 31.ASME O vES ' 7. S o u R C E / :-
\ a g [j f/ C 23/-236 Pvo / Q.': ,cu R) NO Cons _truction l 14. R GUTING INST]UCTIOff ..
Sg[,.'" @ ROUTC TO F8CLO CNGtk NG O ROUTE TO M ATEni Ai. SUPERVISOR l
l19.nnd N3NC3NFORMING an rea.niremone CONDaTIONa for the embedment of 3MK951 reinforcing bars in the 5.6 and 7.4 line walls L south of D-line is 2'-3". Contrary to this, the referenced drawing shows 3 MK 951 reinforcing l .,ars ine.talled with a l'-9" embedment icngth. Nonconformance noted during review of drawings.
"Q" No. is 1.203. m A l
f hobs ~ '
1 . ,
.McLD DISPOSITION FIE4.D RECOMMEND ATION/ ROUTE TO PROJECT CNGINEERING 21. FIELD DISPOSITION RESULTS:
Route to project engineering for resolution.
1 l
L _ _
! M WM 3/H/w
' (
- 23. ENGINEERING DISPOSITION RESUR.TSs 1.02.
Et3GifsEEftlNG DISPOSITIONTor the stress level and the spacinns of the rebars MK-951. I'-9" embedment lencth
! provided is adequate.- Engineering recommends use as is. J et.
l 0 $ bbis -
e /91{
l /
I I
2! 85 DCSIGN CH ANGC REQUIRED 'ON 26. REJCCTED M ATCHI Al Ol3 POSIT 80N O navunn to sueruan PT NCE
/'
O VCS. SCE ATTACHCOs O .c a. 27./ QC A[CC r Mi
,,',4,,,;,,,.,--
J 9/p/
g sa[a D2 A WIN G REV. DCN
. Auvieonsano esserscrom mars S7d C. 9 EV. ADD.
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'2
- l. NONCONFORMANCE REPORT '
JDuAwiNc.fPA T Nu.
er ".? "3 9 - 2 9 7 -
j nav. v. PRa;CCT N o.
~%.) g7 ypy, j oars as. oisPosmON CsNCounCNCE Sp,cc .,,,71?,0-M-201 l6 07220 1. /N@ pay v d# 1 3/6/76
" ~ ~ ~ ~ """ ""~ ' " ' " " ""'
ITCt.t GC:.CHiPT80N 8. ITCM LOCATION JabA D D'Y, I 00 Nold Area I,DATCg- .\1-
~
Kip.e_E.
scNiAi.euuuCR pool C
- s. sTARTuP svsTC= No. i s. Pt.ACCuCNT PAR O. n e a ce ista = eia n a =^'=
j RCv.
hc.cR-M:s.613:h-1 DUNCIG ACC Ottocet NO.
N/A N/A I ,,,,,..,,,,,,,,.., ....
- 10. OC FICLD $NSPCCTION PLAN NO. 8 6. REPLACCMENT SCRI AL. NO.
$0,_1220-R-10kA N/A N/A "*""**""*'""" **
C2NTn ACTORiLOC ATiON is.Asme g vCs tv.souRCC .
q,,Grinno1Mjfttrnersv1119/N.C. .Tr M O No Vendo_r . -
ff%OTANS INtiTRUCTION5s Q ROUTC TO FICLO ENG8NCERING O RouTC TO m ATCn:Ai.suPCnvisOR. .
P. N CitC2NFONMING CONDITIONE Spocification 7220-M-201 Rev. $ paragraph 8.9 states in part. HThe soller shall urepare spool de-t J 1 sheets from the isometric drawings. The sheets shall include pino size and r; pool numbers . . .".
Th configuration of spool 2GCB-.S613-h-1 received 3/3/75 (LS6670) does not correlate with spool drawind 2GCB-S61'4-h-1 (Ihrtr. 7220-M-10h A-367-3). Unit 2. "Q" No. h.13h. / Hold tag applied. Nonconformance noted after discovering two (2) spool sheets had the same spool number.
I Continued on Sheet No. 2 Q FICLO DISPOSITION @F8CLD RECOMMENDATION /ROUTC TO PROJECT CNGIPeCERING Rt. FICLD DISPOSITION R CSULTS:
1 P_ipe enqol with Crinnell nen. Ihm-66-23 should be returned to vendor. H-Stamp mark cannot
- ko channed trithmit nuthorized code innocetor's prenence. Code data sheet requires correctior l
Le reficct prope.r information an does reader sheet. Preliminary isometric drauing indicates
@-66-23 should ho npool no. 2GCD-15-S613-4-4. Verification and correct data, required.
1 L ENGitit;5;14 SNG DI if 0.47 80ft 8%k & A RM aMas V
- 23. CNOINCCRING Dl5PO38 TION HCSULTSs l .
l u
, Is 'D C 8 C6. HmCN MAmm mm i reGC HEQUIRCO ogjo , a O eu n == u.aMunum a....
. O vCs.cCC ATT4CNCD. .. .... .. ........ ....
' AWING @* MN
- , aufMonetse ense.cron se a g e.
tHIV. ADO.
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. mas:s v
- -- - --- y,-y ; - - - ' - - - - - -
- "{ $
[s- _ _ ___ - - -- - - ------ --
NONCONFORMANCE REPORT "^"' '"'""*' -
- 2. Ch AWsNG/P ART No, R E Y.
or 1 296 F. PROJECT No. I 2. R EPortTCo BY cATE 29. DeSPoSITBoM CoNCUNHENCE 0
_122.0-c-2.82 (a) ih 07220 A. Boos _ d 4 8 3/3/74 y$- ,. g
""- " "- ~-
- 3. 0 TEM DESCR sPf soM 4. lTEM loc ATio N
- 83. A L.IDd
[ oA E -
Ecinforcing Stec1 bb44 AL NUMOCH Aur. B1dg.
- 9. ET ARTUP SYSTEM No.
AWbfiw
- 6. s% EPLACEMENT PART No.
l'3 ll?S Y $f 0 l-ln I b w R E V. p..s.cr es.Le ...s.
AdW b4 N/A N/A N/A I
- c. P6xCH AsE oRoER No. -
N/A i.. o'C PsEbo INSPECTION PLAN No. -
i.. R EPoACEMENT sER AL No. (' ))[g p 3-@7f C-231-2-313 Rev. 2 N/A ^"*="""*'"g '""
- 6. C5 NTR ACTO RfLoC ATeoM $I.ASME O vcs ir.souacE
.m
_.N/A iT E M M No Conatruction S t. FJOUTING 8NsTR UCTsoNSe route To F4ELo ENGINEERING Q houTE To MATERIAL SUPERVI5oR is. NcNCoNPoNM No CoNomoN.
The referenced drawing specifics that tho horiz. reinforcing for wall 27 chall be #8 bars 12" on center.
One (1) #8 horizontal dowel has been oraitted on the east face of the 7 4 wall line below elevation -
5848 Thia vill produce a 2h"~ spacing in tho #8 horiz. vall reinforoing for the south face of wall 27 "Q" # 1.203
/ m .
~
HDs s Y%
- 33. W P Ebo oisPos Tio r.
//
OricLo aECoMMENoATsoNfRouTE To pro,ECT ENo NEERiNG
/ '
ai. PiEco ossPosmoH REsULTs.
Drill a holo for the missing dowel in the 7.h line wall. Fill the hole with non-chrink grout (EMBECO 636) and set the required dowel. The embedment length of the dowel chall be in accordance with Table 36 of drawing c-211 (q) Rev. ft.
- 22. ENG6NEERING osEPoEITsoM 00k g 2)
/
5bll75
- 33. ENGINEERsNG o83PoslT8oH RESULT 5e aumr
'*-"' "^"'^5" '"
- 24. 85 EE51GM CN ANGC REQUIR Eo ONo
, O vE3.sEE47TACNEo.
o"."."..""'***"" ' ' * * ' " ' ' ' ^ " * '
onAwsHG REV. OCN
.wvse..sansa....sv.8 s.es SPEC. REV, A n o.
to.sa s Whito copy - riginator o C-G 3-4 Canary Copy - Field Engineer Pinia Copy - PQAE 9-o 9 ,
Lj Goldenrod Copy - QC
\
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( NONCONFORMANCE REPORT '*"^" -
cF ? 295 a.zRAwlN s.a " c-212(Q) I "T'- ' " " * ' ' ' ' " * ' * " ' " " ' ' "'
i
^ - ' " ' ' " " * " " * " " " * " * *
!3 07220 A. Booa M " ~ * " "
"f ' 'g""' ""'
- 3. ITEM GESCRIPTION c 221(O)
"I
- 8. ITEM LOC ATION TCO DY
- v I2/28/78s 3
DATC Q'
neinfarcine nta
.b E C".I A L N UM D E R -
1, Anx. B16c.
S. ST ARTUP SYSTEM NO. I ANIMaud. Y N*W CPLACEMENT PA NO. 'REV. 'l Y '1 N ~ ~ h . $-2'4e enve' 5
I jMP"*f'T b* e6a smos w/A . < .' N/A N/A ' h 5-247 '1c B. PURCH ACQ OR DER NO. , 5 0. QC FIELD INSPECTION PLAN NO. I 8. R EPLACEMENT SERI Al. NO.
I ,..,.. ,. .. . .
y- u,.
_N/A -
C-211-2-hlh ~'
Rev. O N/A " * " * " ' * * * * " * ' " " " ""
- 5. Cb HTn A CTO a /LO C ATIO N ll.A5ME O vc= '7souacE COoE ^"'"*"'"'"""*"" ""
gA iT E M OCNO Construction
- 18. RauTING SNSTRUCTION3e g ROUTE TO FIELD ENGINEERING O route TO M ATERiAL supervisor b S. NONCSNFORMING CONDITIONS l Referenced drawings specify that bundles of 2 - #6 ties shall be installed 9" on center in the Ele.v. 5998 slab adjacent to A-line between column lines 6.9 and 7.h. Contrary to.the above this slab has been placed t a sincia #6 ties 9" on centor. Nona,onformanco discovered during routino field engineering inspection. "Q" No. 1.203.
[/ Mc>2/2.Y/76 ( continued on page 2 )
{ / /
i_-
RO. Q FIELD DISPOSITION l
@ FIELD RECOMMEND ATION/ROUTC TO PROJCCT ENGINEERING 28. FIELD DISPOSITION R ESULTS,e Route to Pro.iect Engineering -
for resolution. -
.-U 8, ,
ZI >
l ,
1
- 12. CNGINCER ING DISPOSITION
- 23. ENGINEERING DISPOSITION RESULTS:
L A review of the "ns-built" conditions found; l 1. the existing tio reinforcinn (one #6 @ 9") is adequate:
- 2. the normal sinb reinforcinn in the aren of the openinn provides the required rein-I forcinn, and therefore the deletion of the four #6 bars is not critical; l 3.. the three missing #8 bars are nominal reinforcing, and the two #6 bars are an adequat a, I nobotitute.
t4.83 DESIGN CH ANGC REQUIRED Based on the above comments, we recommend to "use-as-is."
- 28. RF 8CCTED MATERIAL DISPOSITION hdhr[h7f O ShTURN TO SUPPLAE" 27. QC ACCEPTANCE
- NO l D.c.a.
. O TEs. EE ATvACNED. ,,,,,,,, ,,,,,,,,,, ,,,,
p2AWsNS .REV. DCN j ,,
., , auruontaso s,sPacTam on,s kPE C. REV. A D O. _
r"'
( . . L .
Gy _ __
. ORIGINATOR O * " ' '
^**'
'** *yjl NONCONFORMANCE REPORT , ,
D AWING /PAMT N O. R E V. 7. PRGJECT ND. 12 4 pC k 8 lDATE 23. DISPOSITISN C3 NCURRCNCC 5pecification C-38 l5 "{
"""" " ' " " ""* ~ " "
07220 _ . A. Mofay , 12/25/75 ITdM DESCRIPflON '
I DATE
- 8. STEM LOCATION
( N13. O TED DV .
E9J Ueldine Studa QC Hold Area 0' -
BCWI AL NUMDCR 9. STARTUP SYSTEM NO. N O. R E V, amosset resto sneins sa
- 72?0-0-38 C-38-R-8 Rev. O N/A ""'"
CsNTR Acra RfLOC ATiO N ll. ME O YEs 5 7. SQ u R CE f('*"'" ** ff""
[ngalls Iron Works /Verona, Pa. .T E u D NO Vendor ROUTING INSTRUCTION $a Q ROUTE TO F8 ELD ENGINEERING ROUTE TO M ATERI AL SUPERVISOR ,
L NONC2NFORMING CONDITION:
I Specification 7220-0-38 Rov. 5 requires vendor to submit completed G-321-D and mill cortifications l
- .pnfirmine chemical and mechanical proporties conform to the applicablo specifications. Contrary to the above a completed el-D and mill certifications to AWS D1.1 havo not been received for 500 XSM Welding Studo as noted on the packing slip rith the following information
- KSM Order No. 17230, Customer No. 9193, Order No. V-873 32-3135 Nonconformanco noted lurinn recoint inspection. Units 1 and 2. "Q" No's, are 1.101 end 1.201. [ 8 8 Ivf /d#'//e7J /
V
~
l FICS.D DISPOSITION OFICE.D RECOMMENDAT80N/ ROUTE TO PROJECT ENG8NEER8NG 29. FIELD DISPOSITION RESULT $s l Anm2h. mala J hrma Gwvmoc ro comw w re e w ,i Oxamenund r / a> No2AL .ndnel '
l -)fn..6 f, -
/W'A lf 1"
~
1 f ( f X xs .
l l Gif GINCCRING DISPOSITION 23. ENGINEERING DISPOS 8780N RESULTSs
\
1 l ,
Ils DCSIGN CH ANGC ItCQU4RC ONO O YES, SEE ATTACHCO
- * " ' * " " ^ " " ' ^ ' " * ' " "
asmanas S [7 " ~~ ""f%Mhf"Mewec e47enssa AW-/f onts
^
autnomaass emerscron onts EC .- $g g V. A D O.
w_ -- ..a --
m C - - - - - - - - - - - ----- - -- L> ' - OlllGINATOR 1 .
'O ** *
- NONCONFORMANCE - REPO I,0G & STATUS BOOK 12.
. . nEPoRT DATE 2~3* D ~3'M 4l'M d.[ PAGE CoMPL.
- 1. PROJECT NO. 7220 ,
S AWS ICR ORIG. NONudNFORMANCE '-
NO. DATE PREPARED BY DESCRIPTION / REMARKS nouTE *iTE xt. E EfoSED Ct.oSED BY E80 1-31 G.G. Butler ! -178. Hydro water for 2CCB-7P. not with-Bl=elsF 1-31 2-13
-75 in limits of letter BEBC598. ASiiE,4.353 f ~ff-79 75 .
'1 8 2 J.C.Aldridge :-11187. Bulk flaterial criecria, no FNAka flo 2-10 2-10 R.A. Moray 975 certiticateaot conformance 2 75 -75 -75 2P" 2-5 R.A.floray 11-1. Coft of conformanco nnt red fnr nat.; fl0 3 -75 list of Items. ASl4E 4.029 H-5-75 75 l
- -66. Documentation for F-10366. AE0-49 1MkS. flo ?-13 2-13 R. A. iloray b83 2-7 J.C. Al dridge -75 -75
-75 .1-321-D Form 1.101/1.201 2 75 flo ?-13 E84 2-7 J .C. Al dridge :- 6 6. nocumentation for F-10366. AFO-40 1 li,S,
-75 l -75 :ert of Conformance liTR 1.101/1.201 2 75 Fi el d flo 2-18 285 2-7-7E R.A. Moray M-204. !! eat Codes , flarking,Sizas on
~
Fittings,F-10577. ASf1E 2 75 286- 2-10 J. Fitzgerald :- 2 31. Curing of pour CC(593.5)e .:le.14 2-11 2-20 P.-20 L. R. Albert
-75 1. P.0 5 F 1;1-25 75 -75 587' 2 A; L. Doulden C -111."Nelds on 1iner n1 ate to hold F ield lio 2-18 2-18 A. L. Boulden
-75 pipe ristraints 1.102 2--12-75 -75 -75 588 2 L. R. Albert C-39. Rehar KE-2041 Failed usnr tnst = rte:l=d: 2-18 f 75 for over-shipment 1.103 a. 18-76 -75 289 2-13 R. A. Iiora~v C-38. Shioment C-17. two beams dama nnd - lead 2-21 3-10
-75 1.201 1- 1A- 15 -75 -75
!90 2-21 R. Revereza C-39. Aux Bldo Finne clah n n it ra Field tio I 3 '/p
- }-' ,g
-75 vertical dowels for contruction openino 2-21-] 5 75 = -
h.
flo 2-28 291 2-25 R.A.Morav C-38. Documentation not 2.cd for fluts/ _'- M
-75
~ 75l l Bolts /Hashers 101/1.201 28S75 w
mwved ' - - - - - - - - - ._-
Pmne 27 11. PJ ) oC-G31
' v .
~
NONCONFORMANCE - REPORT LOG & STATUS BOOK 12.i REPORT DATE 3*7*4 4E#+'
p
- PAGE COMPL.
.C. ENo. SIGN
- 1. PROJECT NO. 7220 .
- STATUS R ORIG.
PREPARED BY NONCONFORMANCE G
). DATE DESCRIPTION / REMARKS route XA T b OSED CLOSEDB7 2 2-25 R. A. Moray C-38. Documentation not Red for weldina M.S; tio 2-28 3-17 R.A.floray
-75 studs 1.101/1.201 2-26-?S -75 -75 3 2 P.5 R. A. Moray C-39. Robar does no't conform to anrvd f=im.&l 1-
-75 drawings 1.103 '4E' 3-75
'4 2-26 L.R. Albert C-231. Curino temp below Spec on 6th Mck! b3-75 .
1ay o f c u rr: , CC(593.51e
-75 <
1.105q .:26 -M S 3 A. Boos- C -231. Aux. Blda flah niaced without Pf5Fa 3-3-7E 3-24
-75 reqrired rebars 1.203 8-8-Ff -75 S 3-4 A. Boos C-231. Aux ndln wall missinn nnn hnr Field flo 3-4-75 .
-75 -
1.203 3-4-75 7 3-5 R. A. Moray M-104A. Two spools with'same number f*e=l:d 3=13=
-75 ASME 4.134 f =12-76 75 l@ 3-10 A. Doos 0-231. Aux Bldo walls enhar innnthe finiti 3 3-24 3-24 L . R . Al b e'r t
-75 vary from requirements ~ 1.203 G F6 75 -75 -75 --
l .
^ '
9 3-13 R. A.floray C-38. ITn c u m n n t a t i n n n n- u m ^_325 M,s,
-75 Bolts / Nuts 1.101/1.201 3-16-7!
@ 3-P.6 R. L. Bowren C 1A- n a m n n n a n n a r' uper "eeeipt 4rrect fielt .
-75 tion. 1.201 3-26-7f l
i 4
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Page"28 11. Pt IC.G31
~
NONCONFORMANCE REPORT
p" *"y'g
- 3. M. A W8NG/ PAR T NO.
' ' * "^ * *i l R EV. 7. FR OJECT MO. DATE 25, D45PostTION CONCurtff ENCE Specification C-38 -
l 5 7220
-M/23/71 " - " "'"' ""~
-"i' " -~-
Stt:uctual Beam # 219B10 Sasse Rd. Laydown
- c. streu.L NuMoEN s. sTARTur system NO.
(3 [ l' Es E T ART
-(/ !)DATE2-2 !, '77 J/A d g.=Hy)e' reessie rest M"m/Mg 4"
.N/A N/A /A i l' R EV.Mer.in # s- 1 1- 10-7b,
- s. c'UMCN AIE ORDE R MO. ,
,;.... s e.,
_7220-C-38 AC g / ""/
- C-38-R-17 Rev. O N/A
.[PI a =*= a '"p
=a"
$. CVNTil ACTOR / LOC ATION 58.ASM l Q YE3 37.COURCE
.Incan p_.Inon.J!orks Co.. VerpaquPa. 'T E M IXNo Yondor 0 4. Gw1UT0NG $NST84UCTaON$s Q ROUTE TO F4 ELD l(NGtNEERING
.1\
Q ROUTE TO MATERIAL SUPERV450R 9 9. N n NC1 HFORMING CONDIT80Ne The above structun1 steel beam shown on approved vendor drawing C-38-89-1 was to be #
t'Ip/F '
i fabricated from a 30" X 190 lb. beam. Contrary to the above this beam was from a 30" X 210 lb beam. "Q" No. is -14,20f ,. 1 l
. 5Nnconformance noted during receipt inspection. Shipment # C-8.
.I 3
CAMT 7-A 4 0EPL/.6'D 29- O r'E'o o'5Pos:T oa ,
OriEco RECOMMEND ATiONiRouTE TO eRosECT ENo NEE :iNo an. retto miseOsifiON REsucTs.
The field recommends to use "as is". W30 x 210 is an accentable substiturn inr ino lon.
Expected implementation date - Jan. 31, 1975.
s ((edt#L%Rf }to31ij f- '
'33. ENGINEE R ING Dt3PO54 TION
- 23. ENGINEERING 015POSBTION RESULT $s Enginccring concurs with Field recommendation to use as is. He will issue...
p, y g, ,,y, p c,v ,7, c g yg, a DCN to Dra.41ng C-226 incorporating this change. fwd //g/74 2/j , /, y , pg c f ,. <,r,. ,, ,.,..,yg,gg l0$) l<f V,G. T* '
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- 33. e3 otsaGN CN AhQL NLQU1HED O NO **"'""^"'^5" 58 "
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}, "{"67 g.fitPoMtviiv- / < je ATE o 2s. oisPOs TION CONCUR =ENCE s.ne_cJnJic-1 :0 07220 h. A. Noray . / d./15/75 "~"
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- 4. t E3L N uMUE R lbse of 1/8" E6010 Weld lod QC Hold Area
- 9. 5T ARTUP SYSTEM NO.
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- O VAdlD ATED DV I DATE I , f/7d-/b.,y/) J-d./N
/ .jf EPLACEMENT PATI N O. REV. e i . ,
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,o2hc_A_7sh,hc N/A i N/A [/ I A.E ORDE NO. ...OCP.E o.N.PcCT,0 Pu N NO. . .. R E,uCEMENT .cR. A NO.
_Q3@o ,g,g.g ....f6J y 3 */,,,75-
' 7_2. 20-F.-30hh WHIC-1R-2h Rev. O N/A
- 4. C4NT R ACTOR / LOC ATION 88.ASME O vrs ir.souacc '[/'""=-*'f/""
__,_ma K-C Welding _Su,p, ply Inc. Essexville, Mich. _ "' b NO
,TE M Vendor 8 0. R N UT tNG INSTRUCTsONSs @ ROUTE TO PRELD ENGSNEERINO Q ROUTE TO M ATERI AS. SUPERV850R is. NaNCONPORM.NG CONo T ON. Specification WHIC-1 Rev O and Purchase Order 7220-F-30hh require Mechanical Tests to be done in the post heat treated condition. The temperature of heat treatment is to be 1160 F + 10 F.0 The cert-ification for 2500 lbs. of E6010 weld rod with Serial Numbers 7707h0 and 766hh0 shows the temperature of heat 0
treatment to be 1100 F - 1150 P. Nonconformance noted durine recoint inspootion. 6 _ hold tano annlied.
2 ). Q PICLD Ot&POS*T80N R*lELD RECOMMEND ATSON/ ROUTE TO PROJECT ENGINEER $NG II. PtELD 015POstTION R ESULT3s Fiebiciding EngineeMgcommends to use 14 since ASME Sectio h lI table NB-4f2 . M 971 edit h n pk h jnimum p6sj weld h c treatment of 1100* N ,
1910-1 2 np es $ h ter M a e/EqhdQ than necessarDF411d Welding Enninhrq turt$r reco .'etdit that WFMC-1 be rhc(to reflect the reqdircaents of ASim SectiM;I table NB-462D--1 1971 edition. Als M . vision of the purch h
~
- 22. ENGIN EERING 08SPOSITION
- 23. ENCtN EERING Ol5PO5tT40N R ESULT3s Use weld rod "as is". Welding procedurcs which.use E-6010 welding. electrodes are M,7ygg,/ ygg [g,f g,)j not used in weld joints which require postweld he~a't 't.reatment, and therefore cer.ti- ggg gg-g fication of PWilT properties are pot l equired. Therefore, the subject weld rods f'/'j.y crc acceptable for use. To correct the nonconformance the purchase order shall be 'le " ')
revised to climinate the need for reporting mechanical properties and impact test j,
O YES.$EEATTACHEDs . , , . . . f g ,,, ,,,, , , f
@OAWING REV. DCN awyesessoa so ess.es s,*#
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,' # NONCONFORMANCE REPORT -
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- 2. C.t'.j
. AWIN G /PA RT N O. ST3 V. 7. PROJECT NC. CPO ED OY 32.
{DATE 25. Dl5POSITISM CONCUH)2ENCE 7220-0-281 D. STEM UC3CRIPTION l2 07220
- 8. STEM LOCATION e VMAW R/21/74 I DATC R '"@
" " ' ' ~ " " " ~
SY Rsinforcing Stcol C. Cf;RI AL NUMDER Aux. Building
- 9. STARTUP $YSTEM NO.
8 3. VAT")O Y 15.' R CP8' AC'EMENT PART t, p2;fs/,, k' d k)k[1d I
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- Pao 4sce rea6o's-eae oars #
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J. PURCH ASE ORDCR No. .
8 0. QC F8Cl.D INSPECTION PLAN NO. 16. Ha: PLACEMENT SERI AL NO. 7,$.
N/A -N/Jc C- 2 3/- 2 -3 72 av. O N/_A J. C3NTRACTOR/ LOC ATION 81.ASME C YES $ 7. SO U R CE '"' "' * * " "* '" ' f ,
D/A AT_E M G NO Construction
- 18. COUTING INSTR UCTIONS: { ROUTC TO FIELD ENGINEERING O RouTC TO M ATEr.Al. SUPERVISOR ss. N:NCsNrORMING CONoiT' "'
The floor slab at El. 5998 O and the F line wall below wore pourod without providing vertical
_dovals for the additional # 11 vertical bars at the construction openings at 5998 - O floor level. A total of 8 - # 11
.eols ( lt at ca. opening) for the two (2) construction openings were omittod. Nonconforming condition was noted during routine fi:.1d engineer inspection. "Q" No. is 1.203 o e fo &WLW 2
- 2 f ~J.S~
- 23. @ PICLD DISPQ 58780N Orac'o aECOMMcNo^ TION /aGuTE TO PRO;ECT ENGINEcRiNG Zi. r8 ELD Dispos TION REsui.Ts.
Drill holes, set the reauired dowels, and fill holes with non-shrink grout (EMBECO 636). R*n oom m g o o y r s />
1 J,an splico and dowel embedment lengths shall be in accordance with the prescribed table m Ar e cy,w c e e.w f .a Tn IhTG C-211 Rev.h, Expected completion date: 03/31/75 3 m p,n o .,rsm enoa A s.s i NON * *$ (* a f f / . 2 *J } g (L kgV. O _
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J2. ENGINEERIMG Dl5PostT40N 23. ENGINEERING DISPOSITION RESULTJs l
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NONCONFORMANCE . REPORT LOG & STATUS BOOK 12 I URT DATE I'I'7~ N 7'I' " 5
.- PAGE COMPL.
- 1. PROJECT NO.
NCR ORIG
- NONCONFORMANCE 8A '
DATE PREPARED BY "* ^
NO. DESCRIPTION / REMARKS nOUTE M SED CLOSED BY 256 12-19 A. Boos -231. Aux Bldo Rehar imnronerlv cut ric1d 12-19 1-14 L. Shively
-74g Juring hending 1.203 L2 74 fio -74 -75 257 12-19 R.A. Moray IFMC-1. Improperftill Test Renort on field 1 1-14 1-15 R.A. Moray
-74 E.6010 lleld Rod Varies i 1-RO-74 75 -75 2 " '3 12-23 J. Aldridge -38. neam 219R1C Fabricatnd frnm '10 Y ;ield 12-31 14~ 3-12 L. R. Albert
-74 210 natl, not 30 X 190 1.201 4 ?-24-74 =74 -75 259 L2-23 J. Aldridge 1-115. Spools not marked ger Spec M-201_iield 1-3 1-28
-74 Jocuments rot Shop Inspected ASf1E4.124 12-R4-14 -7!; -75 1-lb 260 L2-24 A. Boos :-231. Rehars omitted from Aux Rdlo 44 eld 12-3' -75
-74 '
lalls 1.203 4 ?-84-74 -74
\
261 (2-30 R. A. Moray Lt-104A. Markino and G-3210 Forms. Pine 1 'm j -74 ;ize ASME 4.104 + L2=31=74 MS No
-75 A
y, i 3-3 ws 262 l-8-75 R.C.Boothe M-1. Ilumi d i t y indicator on Stem Gen. B t.H -75 c i9-El-2012-55-12 ASME 4 021 l-8-75 fio ao
,-i h63 L-9-75 R.A. Moray 1-104A. Pine markino, not released, no MS No 1 to X-Ray Films ASME 4.111,4.134. + J 7E 75 C sa
$64 L-9-75 J. Aldridge it - 1. Prntoctiva cnatinn nn 9tnam nan B r.tl 3 00
( 2SG1B ASME 4.021 1-13-7 3 fl0 75 265 .-10 J.C.Aldridge C -233A. Drawinns not availahin. wrnngIEL D/fl . S . 1 1-21 R.A. Moray l ' 75 FNR flumber i.101 9 10'-75 No 75 -75 i
'266 .-14-7!i C.F. Clark C-111. Iiner Plato damana dun en fira ettti 1 1 1-31 L.R. Albert f 1.109 i 76 75 75 -75
!67 1-15 '" R.A.floray EfFME 1 F 6010 wold end s vtif4catiep pield 1-22 I- ( L__ 1 7 fi =75 ..
.T p.ioa o9n4 oc - 7 ., - 11. PAC
. 2, ~ C-G31
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