ML19329F077
| ML19329F077 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 12/31/1974 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329F061 | List: |
| References | |
| NUDOCS 8006190881 | |
| Download: ML19329F077 (81) | |
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t o. QC F tELD INSPECTION PL A N NO. 14. REPLACEMENT SE RIA L NO. ( , G.p ,7 N/A _ N/A N/A / ' ' " * * * ' ' ' ' ' *~
- c. CON T R ACTO RILOC AT ION is.AsuE O vos 'r. SOURCE
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-
_ N/A [j3No t e. ftOUTING sN STRUCTION S; ITE M Construction
] ROUTE TO FIELD ENGINEERING O ROUTE TO M ATERI AL 5UPERVISOR
- 19. NONCON F O RM BNG CONO tTIO N FEG-5._Re.v._0,_Section 6 " Material. Issue" s.tates:
. "When material is required in_an_arca._the_ Area _ Engineer _nr_hia_designe_e_sjiaLLhe_cqnta_cted_fot_an_ o authorization of
_ release.__ Authorization _nf_ release _ is_ accomplis _hed_by._cqmp_leting form FPG-5.1 and forwardin2_it to the Material Supervisor's _d giguce. The material listed on FPC-5.1 may then be removed from storage. The Material Supervisor's designee shall _re.t.ain__this_compiqted fonn_as_a_patt_of_the_inYentory rRCords. Material will not be removed from storane unless authorized by form FPC-5.1" The followinn items were removed from the 0-List Stock Steel (continued) 2i grt[i D DISPOSITION OFIELD RECOMMEND A TIONfROUTE TO PROJECT ENGIN EERING 21. FIELD DISPOSITION RESULT 5t
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A11 re s p ons ible_Per s onnel_have_b c en_ ins t ru c te d_tha t_a tructu ra l_s t cel_wi_11_.b e_com t ro lle d_im b,//o v' e ^#[~t M'h-M/N < _angqrdance wi_th Procedure FPC-5. Material withdrawal will be further controlled by fencing M$ (/rDJ k/I _the_atorage_ area. Thia _fencina_is__ anticipated- to be complete by 10/11/74. Leont'd on sheet Mdre, /Ne e'7dlY 2)_
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- 22. E NGIN E E RING DISPOSITION
- 23. ENGIN EERING Ot5 POSITION RESULTE:
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_ Storage._a rea_witho u t_f o rttEP.G _3. 1: ' P.0 Supplier Description Amount Removed Location __R350 Durrett-Shepard 1_2xl2]_x_4_l' WF beam 1 beam farm fab-shop
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12" x_12_#_x 41.9' 12" y 720 y 40.6' " " " (ASltLA51B_gr. 50) _1025 Paragon 6" x_8.2f M Q'_channci 16 p_icces fartt. fab-shop 9191 " " 74" x 680 x ~10' UF henm I benm
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__9_169 3/8" x_12" x_2.40" Plate 2_pla_t_e s Unknown
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__9_Ol6 3" x 3" x 1/4" annie 25 pieces "
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10" x 15.Jf_x_40' channel 10 pieces 9350 nurrett-Shepard " 6" x 4" x 3/8" x 40'_ angle 5 pieces _Q-Numb.e r_is_L.201 TotaLof _five_f5)_ tags _ applied. /$ dl Wq<. -W4b44.h beil' /}
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Non-Conformance was_noted while_ checking _ inventor _y. O Mayo 2 h - cN *NC/_ Sk.. w y _ g1' ' (n1nck 20 cant.'d) b _.lkc_Jnaterial_which_Fau_r_emove.d_was "0" listad_ material _whicit_had_upd_ ergo _ne_re_qcip_t_ _ inspection. This would_ qual _i_fy the _ _ material._for_use in all "Q" and_non "Q" npplientions- _ A =O -
- r9D d<r/W/<
7 NONCONFORMANCE REPORT "'"*' ' ' " * " "
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- 2. 6 f. WIN G /C A RT N 3.
cr 1 187 - I C E V. T. PROUC T NO. 3 2. R E Pog T E D :" 3 DATE 25. DISPditTI z N CL NCU,. lNCE pC$a .
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- 3. B T EM DESCRfPT$ON OddMed N S. ITEM LOC A TIO N DOM D 'UFC'W I_. 1 A I TEDBy I D /
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- 9. ST A R T UP Sv5T E M NO. Md[ [q t
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io. OC r ELD INSPECTION PLAN NO. ,8. R EPt A C EM E N T sE R i Ai. NO. Q. h_ j.g ..... y -/.8 _FSC--h5_ _C-110_h$ _Jtey_u2 N[A ' "*""**' ""' O. CO N T R ACTOR / LOC ATION 0 9. . SM E ] YES 3 7. sOU RCE - _,.Bagvg11 Coating,_Mi_dland. Mi_chigan .T E u EI NO Construction IS. COUTING INSTRUCTIONS; { ROUT E TO FIELD ENGIN EERING ] ROUTE TO M ATERtAL SUPERVISOR 9 3. NONCON FO RMING CONDITION: Liner plate assembly S2-13-U2 and Sl-ll4-U2. During inspection of requalification of plate, in preparation for prime coat 1 F2uge with a sharp e_dge was found. The remainder of the plate was coated with carbo zine 11 as per the Spec. C-110 Rev. 5. One hold tag attached. _
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*] FIELD OtSPOSITION OFtE LD RECOMMEND ATeON/ ROUT E TO PROJECT ENGINEERlNG 2 9. FIELD DISPOS 6 TION R ESULTS:
reworked 382LL' B SET Gsh A.<> The identified masked off areas vill be XXUX)OG prior to application of finich coat. [Eds8' 8 /AroSl&A)F& Liner vlate may be further processed through crection and exterior concrete placement. x,/ /ftrocz;vfjog x4w Anticipated innlementation date vill be within two (2) froy this date _, ACc g,cm7ed l Jd O } b WGC LU' h 'z;&
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- 22. EN GIN EE RING Of SPOSITIO N
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- 21. E NGIN CE RIN G DISPOSITIO N R ESULTS; i
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2113 DESIGN CHANGE REQUIRED ' ' " " " * " " ^ ' ' " " '""" O NO O vES. SEE aTT ACNED. .. .... SZ7""'" ".......~j wpm"#N( _ggy,f
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- 2. D m A W6M //PA G T N O. R)V. 7. P;RGJ E CT NO. 12 '
er 1 ' 'lQg ~'"'"" E PO R, 'DATC 25. DISPOSITION CONCUR. ENC E
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_ Spec._7220--C-110 5 7220_ i 10/3/714 ...... . . , . . . .... . . . . , , , . ' " ^ " " ' ' ' " ' " ' " i
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- 18. ROU TING IN ST R UCT TONS: O aOUTE TO M ATER Ai. supervisor QOUTE TO FIELD ENGINEERING
- 19. NONCONF ORMING CONDIYtON :
Liner _ plate ansamhly_J2-15-Ul_ and S1-12-Ul. Nring_ inspection.otrcqunlicication of plata in preparation for prime coat, one gouge with a sharp edge was found. The remainder of the plate was coated with Carbo-Zine as per the Spec. C-110 Rev. 5. One hold tag attached. "Q" No. 1.109 2A QPIELD OtSPOSITION OP'E'o a cco""E"o^ r'OhiROuY E TO PRO;ECT ENG.N E E RING 2i. PerLo oisPostTiON REsuLTs: Sdf*'2LMES 3ArcKO The identified areas will be reworked prior to application of finish coat. Liner nlate my [CdWA' ArtiWA'/5#4 be further processed throurh crection and exterior concrete niecemnt. 'Antin f mted /t) Y CC'O # PA /' I k' 2 d / W implementation date vill be within two (2) years from this date. //4 f /8M//5L #fV 2,6MC/dX) l /Jfase ed- bnygl
- 22. E NGIN E E RING DISPOSITION x4M 2 3. ENG 0N EE RidG O t$ POSITION R E SU LTS t 2183 DEstGN CH ANGC REQUIRED b HO *
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12 RE OR D 8m v DATE
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2220-C-205
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3]J C-231-2-339 Rev. O S S RE PL ACEM E NT T.E RI A L NO. .... g . Q. ")4,/
- 4. CE NT% ACTOR /LOCA TION N/A l~t "
99.ASME O ves ". SOURCE _Bechtel/ Midland 2_ Michigan ' " ;l__",'*'*__** ' ~'(]' " 8 8. Cf.UT f *4G INSTR UCTIO N S: iT E M 00 NO Construction Q ROUT E TO FIELD ENGINEER 0NG O nouTo To =^Tra'^L Supervisor g, 9 RMING CO NDIT10N r begin a minimum of three _ Specification bar u 7220-C-231 Rev. 5 states in paragraph 8.10.1 that bends in #8 reinforcing bars shall
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bar diameters. Contrary to the above ~ #8 above rebarconcrete loca u surface and the incide raduis of the bend shall be a minimum of cix
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"'ll No. 27 and No. 29 Elev. 57h' to Elev. 58h' have been bent to regular Quality Control surveillance. "Q" No. is 1.103
-
trface. Nonconfomance noted during
- Z Q C. Hocn tad s Apn. /Ed gy g,/g 2 ). @ FtELD Ot5 POSITION "h COUTINUATION SHtac"
[FIE LD R ECO M M EN D A TION / ROUT E TO PROJECT E NGIN EE RING 2 9. F6E LD OtSPOSITsON R ES UL'*S: Paracraph 8.10.1 of Spccification 7220-C-231, Rev. 5 applico to lending of bars that are unrtially embedded in concrete. S fMg.fyg" g g s/pg Earc in question vere inntal]ed at chop bent barn. Pnrn7 rap i Affd/BAAM/- /O _8.111 of referenced cpec. ac vell as ACI-318-71 Section 7.14 states that the niinit-un incide bend diameter for a ?P3 bar chall be 6 bar diameters. A4/ddfA Ad # /d , Thereforo, the minim n,a tus i n 1 bo r i'in.aatrw n . Ihnrs in mt?ction '1ont thic critoric. . 22, ENGIN E E R4NG DISPO SeTIO N '
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$ f Babcox & Wilcox 3 9. NONCO N FO RMING CO NDIT80N r The serial number on the vessel does not agree with the serial number on the Form N-1 Manufacturer's Data Report for Nuclear Vessels or the Manufacturer's Certificate of Conformance.
1.__S_eti_aLNunther_on XesseLi620-0012-55 Unit 1 2.' Serial Number on Data Report #620-0012-55-11 Unit
- 3. Mark Number or. Certificate of Conformance #69-EI-2012-55-1 0 No. 4.011 Non Conformance noted during receipt inspection / e's b 4L_/,
23 @ Ff ELD OtSPOSITION [ FIELD RECOMMEND ATION/ route TO PROJFCT ENGINEEDING # 2 . FIELD OtSPOSITION R EsULTS:
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- 23. ENGIN EERING D'SPO$sTION RESULTS:
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20._ _ adhesive _s trength_between the union nnd th e_ parent _Isater.ial.- __ Field engineering recommends that waterstop which is exposed or partially exposed be reinspected and repaired as follows: For-those_ splices in which the_nn4an m terinI has been-pulleL transversely _away f rectthe_patentataterial_durinc_insp.ectlon _and_.fo_r_thasc_splicet_that_bave_ otherwise_ separated,_a_p_lece of Bituthene membrane shall_be_ appl _ led to caqb_. side of the splice. Application of_the Bituthene over the splice will prevent inclusion of any oncrete between the union and parent material. _ _ The aboye rep _atr_i_s__.no_t_te1ated_to the_qua1ity of the sp1iqc_other_than to inAute forteign cmterial do _ __ enter the 31ceve. _ _ _ _ _ _ This could be accomplished by many other means. Therefore, the field recommendation for disposition of this NCR is "use as is" for those splices not requiring Bituthene and " repair" for those splices that do.
// M 4 ff e 2in# lks$~
M~/ /O-ND- 74
- 22. tensile strength of the splices shall be considered acceptable. Waterstop placed in construction joints is restrained from differential movement across the construction joint by steel reinforcing going through the construction joint on both faces of the wall.
There fore the subject waterstop splices will be subjected to very small displacement, and tensile strength of the subject splice is not a design requirement in construction joints of this type Semnd point of consideration is that the watertightness of the splice shall be equal to that of continuous material. . The configuration of the splice is such that it prevents water passing throughtthe splice if glued. The splices which have had the union material separated from the parent material shall be repaired to t sstore watertightness. Project Engineering concurs with the_ principle 3 0_ repair _the damaged solices to_ preclude water traveling through the splice, and to use the uhdamaged splice:. in_conttruc_ tion _foj._nts as is. " 1198-2 Th3 damaged splices in the turbine building shall be repaired to restore watertightness by using Bituthene Waterprodfing u C-G 3-3 P
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, Q~Cr"' " 5] 1974 U. P. CONNOLLY BECHTEL POUER COMPA!JY MIDLAND, MICHIGAN -
REF CA) NCR NO. 212-THIS IS TO CONFIRM THAT THE BELOU LISTED IDENTIFICATI ON IJUt'EERS ALL IDENTIFY THE SAME UNIT 1 STEAM GENERATOR FOR MIDLAND. READ It1 711REE COLUMNS:
. SERIAL AS S I GNED IJAT I ONAL
_______ 30ARD.NO. ____ __________ __ MAMEPLATc. SERIAI ;JUrq3ER 620-0012-55 UtIIT 1
!! 150 FORM IJ-l MFG. DATA REPORT 620-0012-55-11 UNIT 1 !J- ! S O CERTIFICATE OF CONFORMANCE 69-El-2012-55-1 THE ASSIGNED NATIONAL BOARD NUMBER IS A UNIQUE IJUMBER LISTED ON THE I!AMEPI' ATE AND THE FORM N-1 MFG. CODE DATA REPORT. THE CERTIFICATE OF CONFORMANCE UILL BE REVISED TO INDICATE THE NATIONAL BOARD IJU'!S AND IS SEING FORUARDED BY SEPARATE CORRESPONDENCE.
E. F. UALDER OA EtJGINEERItJG BADCOCK AtJD UILCOX COMPANY LYNCHBURG VIRGINIA
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DECHTEL MIDL B&U PGG LYN o p (F. a.{ L Llgfg*/ c 1
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DEC 0 61974 QUAUTY E O N T R O t. DECHTE!. JOS 7220
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7" # - - NONCONFORMANCE REPORT ' ' " ^ " '
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- 2. 0 :: .ugr-n. ob. 3 7. E V. 7. PROJECT NO. 8 2. R E PO 2T E D C Y DATE er / $5
- 25. DI PO/ LIT 90N CL NCUR N!;NC I
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- 3. I EM DESCRePTION
$5 IE20 Yd/v'm 6
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- 8. IT EM LOC ATION 91 VA 4TED BY DATE Dollar Plate lf/-//-% g // h
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C. E E R f A L N U M B E R Dome Const. Site
- 9. ST A R TUP SYST EM NO. t .
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PLACEMENT PAR O.
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A7p ea ti M=B'& RD-2 9 - RD-Il ft/A 1/A v I -
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S. PuR CH ASE OR DE R NO. ,. .. . ....
- 10. QC FtELD INSPECTION PLAN NO. '
7220-C-50A 3 6. REPL A CEM E NT SE RI A L NO. -p . C-lll-100 N/A " C. CON T R A CTOR/ LOC ATION 99.ASMC
* '
C YES 9 7. SOURCE "" ' '- -" -[ Southern Boiler & Tank Works, Memphis, Tenn. ,T E U NO Construction
. .. R O uT NG .N sT R u C T ,0 N s,
@OuTE TO r ELo ENG NEER.NG o ROu1E TO M ATER AL supervisor NcONrORM is.Nguring weg repai CONo,"r "o'f the field seam between thfLdollar_ plate _and20mpression_ ring approximateIy
.
10" of the seam was ground too oeep and the weld gap in this area is now 1 3/16" wide. This excessive gap is located approximately 3450 - 3570 azimuth on the circular seams. N.C.R. noted during engineering inspection, item "Q" flo.1.109.
/ QC Ho n. ts TA G A PP LIED
- 21. O r'e'o o'5"o sn'on RFIELD RECOMMENDATION / ROUTE TO PROJECT ENGINEERtNG 2 5. PIELD DISPOSITION RESULTS:
FI M d r_e e co_mmcnd s_repairgeld,;tdditiona l strincar passon ra fill n' ~ av"ess_ gap _ d!MS ' ~"# "" Implementation of disposition expected prior to 11/18/74. iA/ D R K M A Y' FR OCEE CL_ fW.tmMO "e FMG _GQQC//-J!' ? ; M ~;^r_ J ,- gyfQ o . ing//-// 'N - waa--?w+w>m m
- 22. ENGIN EERIN G O tSPOSITION m..,J- b 'IWGN
- 23. ENG8H EERING DISPOSITION RESULT 5:
Proicct Engineering approves the field disposition to use_additionni .:tringer passen en fill excess gap. The 1-3/16" wide root gap requires the use of a back-up bar for / A m / ,/z N d w t-d '.t
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welding. The excessive root gap vill not affect the leak tight integrity of the liner _ ; tu,, t > . mVN C. m plate system. Q g 3Jg if(x,/74
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- 23. sa des GN CH ANGC nEOuiREo , gno O v Es. sEE arv ACHEo.
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wi,.-- NONCONFORMANCE HEPORT ' ' " ^ " ' I ' " * " " " k3bAWIN A/PAWT ND. OF 1 l h L'i v. 7. PX OJE CT NO. ' 8 2. R E PO ra T E D GY 'DATE 25. DISPOSIT ION CONCUR R E NCE B_2_Concrain M N Des
- 3. 4T EM DESC R tPTIOP4
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7220 S. BTEM LOCATION [ I) .,V A [ TCDesy h1/19/7h I DATE
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PLACEMENT PART 4 . *
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S. PUR[H ASE ORDER NO. 10. QC FIELD INSPECTION PLAN NO. U/A 5 4. REPL A CEMEN T SERIAL NO. 2, . } C G.CSqNfta ACTOR /LOCAT ION 'c-206-Sh
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n/_A ~" 14.ASME C YE5 3 7. 50 U F. C E CODE ""'"*"*"'""** Champion _Inc. r a G NO su_bc_qntractor
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4 9. ROUTING INSTRUCTIONS: { ROUTE TO FIELD ENGINEERING Q ROUTE TO M AT ERIAL SUPERVISOR 9 9. NONCONFORMING CONDITION: Concrete desinn mix D-2 approved for job use 6/5/7h established the water / cement ratio as 0.hl. enntTnTv to thn abovo n oc Rnview_of_recorda_indicat_en_thatl oncrete cIlinder set No. 1;17 (A thru H) representing D-2 concrete mix placed in auxiliary building wall A_(597 75)a' had a water / cement ratio of 0.h5 "Q" No. is 1.205 One_QC_IIold_Tas_arpliftd . s 28. f , h FIELD DISPOSITION FIELD RECOMMEND ATION/ ROUTE TO PROJECT ENGINEERING
- 21. FIELO DISPO$lT LON R ESUL TS:
_ Field recommends use as is. Results of cylinder set 417 was 4780 psi average at 28 days. Specification 7220-C-230 requires a 90-day strength of 5000 psi. Previous Field data __ indicates the 90-day strength on this cylinder set will reach 6000 psi. Air content _ . _ _ on cylinder set was 5%, therefore, concrete durability should not be affected by a w/c ratio of 0.45. b%Av. l!,u.LL // - 1S- % _
- 22. ENGIN E E RIN G OISPOSITION I The durability and creep are not of primary consideration for this pour which is a wall 23.ENG8' EENING DISPO$sTION RESULTS:
35+' below grade. This wall is immediately adjacent to the waterp: oof membrane, hence, gg gfpq,,m Cye w, >g4* permeability is not a major concern. The data given in Block 20 indicates the strength will meet the requirements. Rep A y r ,e . /4 /9/74 The actual w/c ratio of 0.45 (vs. 0.41 allowable) will have [#tM rn insignificant impact on the affected properties. Engineering concurs.with Field _
/
recommendation to use as is. ,NM #-21-99 / /W/.'_ b d.OSbON /LN / l- 27 '7h 2 3. BJ DESIG N CH ANG E R EQ UIH ED MNO 6 A A MNW 2 C {C A O vEs. sEE avrACHED. . . . . . .
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ORIGINATOR . ) e
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NONCONFORMANCE REPORT ' ' ,"" * * 'g
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2.--- . J. I E E V. 7. PLOJICT NO. 9 2. R E PO H f L D t'Y DATE 24. De5PO$tT40N CON CUR RE NC E Spec. 7220-C-111 !5 7220 64& f13-/8 7/ "~"*" Q
" ' ' ' ' ' ' ' ' ' " ' *
- 3. ETEM DESCRtPTION S. ITEM LOC ATsON 7 i 1 ATEDSV '
DATE 1iner Plate Assy.
- 0. C E R g AL NUMBER
#2 Jig
- 9. ST A R T UP SYST EM NO.
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kN2 ~7I A ., b () L M h j
/ REPLACEMENT P NC. REV. ** 088 * *f LD # G8*e cata S6-3-U-2 N/A N/A I -
- 5. PURCN ASE ORDER NO. 9 0. QC FIELD $NSPECTION PLAN NO. 5 6. REPLACEMENT IE RI AR NO.
[/*/ ~ 7220-C-50A C- 111-19 N/A O. C1HT R AC TOR / LOC ATION $$.A$ME Q YES 9 7. SOU RCE [[" * **'" " "'"y]
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Southern Boiler & Tank Works, Memphis, Tenn. ,T E u [3 NO Vendor t 8. ROUTING INSTRUCTIONS: __ QHOUTE TO FIELD ENG8N EERING O ROUTE TO M ATERI AL SUPERVISOR e 2. NO N CO N >-5R u ,NG CO n o.T,O H , During the engineering inspection, bulged welds and broken leak chase were found at Elev. 744'-6" cnd 708'-9". At Elev. 744'-6" the shop seam is damaged 4'-6" from the center seam for a length of 2'-2". At Elev. 708'-9" the shop scam is damaged 3'-5" from the center seam for a length of 4'-0". Item "Q" No. = 1.109. l 0C Aun
.
- 23. @71 ELD DISPO$1 TION Yn c- AAourn OFIELD RECOMMEND ATION/ ROUTE TO PROJECT ENGINEEFe tNG 21. FIE LD DISPO5tT80N R ESULT$r Remove nonconforming area and replace with conforming material. V.T,shall be done in MA/ c~.Nd
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l accordance with approved standard repair procedure (Spec. C-111. Anrendix "B"). All new er.a A uc - < cea'ns to be covered by leak chase channel. Work may proceed to Vac-Box. Implementation c_. d. -/// AMM expected prior to 12/1/74. M//d, 6, /714.M ' 8[[
- 22. ENGtNEE FtING Di$POstTION y}g Q ik - ? ' 23. ENGINEE R5NG Ot$ POSITION RESULT 3:
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- 24. 83 DESIGN CN ANGC R EQ UIR ED ONO 0 vES. SEE AvT ACNEo. . . " . . " ' " " ^ ' ' " ' ^ ' ' @[7"~~ '**" [@[j7lC*gje & /'f 7 7
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NONCONFORMANCE REPORT ' ' " ^ " ' ' "' l [ --
. , . G O V. 7. PR'4J E CT N 3. 12. C E PO , T E D CY a DATE cP 2 -2.0
- 25. DISPOS *T SON CONCUR R E NCE So c. 7220-C-111 $5 7220 j[ ,q (?
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- 3. ITEM OESCRIPTION 8. IT E M LOCATIO N i
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-f u-12-M -" y }., f ', Q DATE
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a Liner Plate Assy. EEI AL NUMDER
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- 9. ST AN T UP S YSTEM NO.
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__SJ-1-U_2 N/A N/A , , , ,,,,,,,, S. PUICH ASE ORDER NO. G O. QC FIELD INSPECTION PLAN NO. f
- 16. R EPL ACEMEN T MRI AL NO. F
- 7220-C-50A
[[ */ C-lli-19 N/A ===-*[
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C. C Z NT R ACTO R/ LOC ATION 89.ASME O vEs . SOURCE Southern Boiler & Tank Works, Memphis, Tenn. ,'T E M" 8 NO Vendor _
- 18. EZ U T ING INST R UCT ION S: MOUTE TO FIELD ENGINEERING C ROUTE TO M AT ERI AL SUPERVISOR
- 10. N; NCO NFORMING CON DITIO N: .
During engineering inspection, bulged welds and broken leak chase channels were found at Elc.v. 744'-6" and 708'-9". At Elev. 744'-6" the shop seam is damaged 2'-9" from the center seam for a length _cf 9'-3". At Elev. 708' 'i" the shop scam is damaged 2'-7" from the center scam for a length of 2'-5". Item "Q" No. - 1.109. 2 D. I & G. H o u 13 TA tt. APP 4)t=n Q FtELD De$ POSITION ]FsELD RECOMMEND ATION/ ROUTE TO PROJECT ENGINEE RING 2 3. FIE LD DISPOSITIO N R ESULTS: Remove nonconforming area and replace with conforming material. Work shall be done in f g g ,.j. % g.,4,/ cs recordance with approved standard repair procedure (Spec. C-lli, Appendix "B") All new g[ggga,,',f cams shall be covered with leak chase channel. Work may proceed to Vac-Box. Implementa- ,g,yg[, ,,. tion expected prior to 12/1/74. gg/gn, fjf.,*g7 J2 /j ;,/W (7
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- 22. E N GIN EE RING DtSPO$a TION k ' i'
- 23. ENGINEERING OtSPOS8 TION RESULTS:
- 10. 82 DE StG N CH ANGC R EQ UtB4 ED 2 ' " E'E c'E o "^' E a ' ^ ' o '5x)5'7'o M ONO 0""**'**"**"*" 11. O C.a sC E PT A N CE, O v ES. SE E A11 ACHEo, me.sanus U"" #F N/-
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NONCONFORMANCE REPORT ' ' ' ^ " ' ' ' " ' ' " ' cr 1 221 2, u R2 WIN i/PALT NO. 7. PR OJIC T NO. j L:lV. 9 R E PO R T:'D B Y 21. DISPO5sT ION CONCUR R ENCE
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lDATE C-U1-3LAssembJv 7220 Unit #1 e _fu<- 111/14/74 " ' ~ " ~ ~ ~ ' ' " ' ~ " ' " ' """" *
- 3. ITEM DESCR tPTION 9. IT EM LOC A TION I DATE "
9 ED SV " _. Liner P1atn C-111-51 s' LXI AL NUMBE R Unit _fl_El . 59 3 ' 0" - E1. 67 3' 0'
- 9. ST A R TUP S YSTE M NO.
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S #EPLACEMEN T P A f O.
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3 REV. PaoJE CT e .a se w e.oe __ ,W //di-e e.,e AssRmhiy s2-10-n2 & s1-11-U2 N/A N/A I S. PURCH ASE ORDER NO. 10. QC FIELD INSPECTION PL AN NO.
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- 16. R EPLACEMEN T SE RI AL NO. (, .. //.g-
_N/A C-111-97 Rev. 3 N/A " ' '
- 6. CON TR ACTOR / LOC ATION 33.ASME C YES 17. SOU R C E [ '"* ' '"* * *g" [" "
CODE JA I G. ROUTING INSTR UCTION S:
.T E M 19 NO Construction
_ QROUT E TO FIE LD ENGIN EE RING O aourc TO M ATEa. AL SUPERVISOR 9 3. NONCO N FOR MING CONDITION t Liner pinte damaged during erection of knuckle plate. 4" left of AZ, 180 degrees El. 593'6" _ rinte bulned and torn by erection use of porta-parer, bulge exceeds Specification C-111, Rev. S., Section 8.0 tolerances, paragraph 8.1.5, also has gouges on hiepide on liner plate (2), same location as above. Nonconfo rmance _ nnted on erection inspection. Item "Q" No. is 1.109. _ / OC H ou D TAs APPLiGb
- 23. FIELD OtSPOSIT 80N O Ff E LD MJCOMMEND ATION/ ROUTE TO PRO JECT ENGIN EE RING 21 FIELD DISPOSITION RESULT
-
/%rmhw e_ s s m ir; a Repair, cutout torn area of plate anii repince with conforming material. Weld will be made jy gg g _fy gg g 7 utilizing a backup bar - according to accepted procedure 7220-C-lll, Appendix "73". Weld g g,_ 4 g ,,,
will be covered by leak chase. Work may proceed. This is an approved Standard repair g,gg,n _ f 2,-fo. 7, orocedure, disposidion shall be complete by 12/15/74. g,glf d. [7/j G8N
- 22. kNGIN E ERING DISPOSITION
/t 74 2 3. ENGIN EERING DISPOSITION R ESULTS:
.
- 22. Ia oEstGN CH ANGC REQOSFIE '*"" "" "^ "'" ' ' * ' " " U""""~~" *^"
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- 2. p y g g E, g y. Q {C{f]Cff] % REV. 7. Pit O J E CT N O. t 2. R E PO R T E C 8 Y DATE Or 1 136
- 25. D 85PO58Y BON CO NCU R H ENC E
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7220-C-38 1 7220 /4 d M i11/22/74 ""* ""
- 3. I T 3 M D E S'*R e PT TON S. ITEM LOCA TION V 4hATEDB 3 DATE Q- [*** "'"""!"*'
Structural Steel _Co_lumns C. ( F C. t A L N U M B E R Audliary Bu f3 fan " " d "
- 9. ST A R T UP SYST EM NO.
'
5EPLACEMENT k/u * $~4., AM, J /2-/f2 7s emois c r es to e sede.e
-
TNO. REV. # onve ' N/A N/A N/A I
- s. PU;CN AsE ORoER NO. So. OC riELO INSPECTION rLAN NO. is. NEPLACEMcNT sEReAL NO.
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/2-, 3 7 ef 7220-C-38-AC N/A ""
C. CLNT R ACTOR / LOC ATION C-38-R-11_ Rev. O _ _ C YE5 99.ASM 3 7. SOURCE I f '" *"" * * * '""g " , Inga,1,ls Iron Works Co., Verona, Pa. iT E = 0 NO Vendor
- 10. REUTtNG INST RUCTIONS: ROUT E TO FtELD ENGINEERING O aOu'E 'O = ATER' AL supervisor SO. NONCON FO RMING CONDITION:
Specification C-38 Article 4.0 states that materials shall be in accordance uith the AISC Specification for the design fabrication _and_crection_ofJtructural steel _for bnfidingn. Section 1.23 of the AISC SpSAi_f_igationta_tes that roll.cdmtcrials nuat_b_e_strafnht_sithin_the_talerances_ allowed by ASTM specification A6. Table 21 of the AST!! Specification states that flannes of vi_de flanne section_s shall not be out of square (T+T') by more than 5/16". Contr.ary t o_th c_p hnyc._c olu mna_1ss ili. L_150 FXLJ1._a nd 149EI;7.79 have flanges _ cut of sqttare S/2"-
's" . and 3/8" respectively. nonconformance noted durine field encineers insnection. "O" No. 1.201. 3 Tags CD. jlL D OtSPO5tTION S
OFIELD RECOMME ND A TION / ROUTE TO PROJECT ENGINEERtNG 21. F4E LD OtSPOstTIO N R ESULTSt REJECT: Subject beams to he returned to van 9 r. Expected implementation date by / tml 4 f Dec. 20, 1974. _ . INN /M ^SV7 N * // VS . sy/- s s n /. s f yOQ X. {hyr(tyv1 oz , i o.74 (j,blh,.y N
'l e 1
- 22. enc,N E E R tNG Oisros. TION u ENG NE ER.NG oisPOs T.ON REsulTs,
-, .
, 23.15 DE51Gtt CHAT 4GC REQUIRED hNO 26. REJEC1ED M ATERI AL DisPostTION " # "" M '# * *6 ' 27. _ _ o Y E.. . ;,;-NE.. ..
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- SHIPPING NOTICE U I JOB NO. 7770 SN NO 7790-I10 5
- DATE 12/19 ,,
.
I Naw City Steel C NS!GNED To Chicago Ill. ADD::iss
,
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3earer ROUTING 4 ' *:, e : COLLECT PREPAID ' y, g', , cj
, PURCH ASE ORDER NO. O S & O NO. ' ORIGIN #.;, M R R NO .
AE0 - 518
,
AE0 - 546 MATERIAL ORIGINALLY VENDOR
- PURCHASED O N P O. NO.
RA'LFRUGHT SHIP - 7220-C-38-AC vA REASON FOR SHIPMENT: MOTOP f ROGHT Refabrication and return to jObsite at nO charge SHIPMENT AUTHOR. ZED For. 3ECHTEL BY: BILL OF LADING ATTACHU BEARER M c_ nextnr ITEM UNIT o QUANTITY COMPLETE DESCRIPTION 1 5 pes, ca. , Of struct tral material as follows:
- 1) 14" W.F. @ 127 Mark NO. 144D4.7 steel column
-
" " "
21 14WF G 119 150FX5.31
" " "
13 ) 14 WF @ 127 149EK7.79
'
"
- 1) 30 WF G 210 123B1 Beams
" "
- 1) 30 WF G 210 123B2
.
. .
R ETURM AUTHORIZATION
**J e HORIZED BY: NUMBER:
CREOiT TERMS:
- COMPANY
.- _
SHIPPER Becht ..... ACCEeTED rOR SHieuCNr
, - - 'EsS
, 350Qi. Mil. er Rd/ _ DATr 12/19 is 7'
' f
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Mi - M. 48640 CARRIER B ret i i %- /- PER - - PER ,
'
- e[ .,; SN NO. 7220-1145 - l
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'NONCONFORMANCE REPORT " ' " ' " "
!I ' Or' '^" ' 1 237 2 RXivfKKTSXI?.1 Specificatioff'Ev- ' Pa o'E c' "o- ' 2 a E*oarEo av y inavE 25 o'5Pos'T'o" coacu a a EacE
- 7220-C-38 '1 7220 d 111/19/74 g"~
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., E M oE sCR.PT.ON g/. ,,
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" Sasse Road Laydos ^'t av A ^'"
( Structural Steel Beans CEI AL NUMBER Auxiliary Building
- 9. S T A R T UP SYSTEM NO.
[[Q A EPLACEMENT P T N O. l //-22-Yghg,[7[ [gd jb.fg 7 REV. **'s '
*d** C ' 'f 8 68 8 "* ***
- N/A N/A N/A A O. PURCH ASC OR DE R NO. t o. QC r tE LD ONSPECTION PL A N NO,
[ ; 9 4. RE PLA CEM EN T SE RI AL NO. f /2 - 7 7220-C- 38-AC _ c_33_n_13 pyy,o N/A c o .. . u . -- .--
-
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- 6. Clin TZ A CTOR/ LOC ATION 99.ASME C YE5 17. 50 U R C E c
Ingalls Iron Works Co., Verona, Pa. ,,,":G NO Vendor 3 0. ROUT 8NG IN ST R UCTIONSs ROUTE TO FeELD ENG8MEERING O aou'E ro = ^ tea'a'suPEavisOR
- 99. NINCONFORMING CONDIT BON:
Specificatica C-38 Article 4.0 states that materials shall be in accordance with the AISC Sp*cification for the design fabrication and erection of structural steci for buildings. Section 1.23 of the AISC Specification states that rolled materials must be straight within the tolerances allowed by ASTM Specification A6. Table 21 of the ASTM Specification states that flanges of wide flange sections shall not be out of square (T & T') by more than 5/16". Contrary to the above, beams 123B1 and 123B2 have flanges out of square 1/2" and 3/8" respectively. Nonconformance noted during field engineers inspection."Q" No. 1.201. 2 Tags 2 D. FIELD DI$POstTION OP'E'o acco==EaoavioniaOuTE TO PRO 2ECT ENG NCERiNo 2. . r.ELO o.sPOs TION RESULT s, m RFJECT: Subject beams to be returned to vendor. Expected implementation date by h,. f g, fj.m, /,. ),f o,3(/ )( w g;- Dec. 20, 1974.
}/fra:1p f/f 727o - //ff *#
A A n [{. [(24tfr W1 12-/0,'/4 p'd/ I(b/ /,,d-/[ gi. 1-
- 22. E NGIN E E RING DISPOSITION 2 3. ENGIN E E RING DISPOSITIO N HLSULT S:
-
d 2f,. 03 DEStGN CH ANG C H EQUIR ED I D0WSWM M "W
- h NO .
27.O CE # ,, O vEs.sEE 4Tr CNEo, , C R f;W1N G R E V. DCN b / /N
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4 bechtel P, U U " '
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SHIPPING NOTICE JOD NO. 7770 SN NO 7??O-1145%
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12/19
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DATE 19 cAicNED TO I # Acc a.Ess Chicago Ill.
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ROUTING Tr ' ' .
- COLT.ECT PREPAID +
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, PURCHASE ORDER NO. O S a D NO. ORIGIN AL M RR NO -
AE0 - 518
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EXPRESS AEO - 546 M ATERI AL ORIGINALLY VENDOR =
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PURCH ASED O N P.O. NO. SHIP " * ' " ""' vA 7220-C-38-AC REASON FCR SHIPMENT:
" Refabrication and return to jobsite at no charge 5HIPMENT AUiHOR: ZED FOR BECHTEL DT; 81LL OF LAO;NG ATTACHE DEARER LU IT C Dexter _
N CUANTITY UNIT COMPLETE DESCRIPTIOrd 1 5 pes, ea. of structural r.aterial as follows: 1
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- 1) 14" W.F. G 127 Mark No. 144D4.7 steel column
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21 14WF G 119 " " " 150FX5.31 13 ) 14 WF G 127 " " " 149EK7.79
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- 1) 30 WF G 210 "
123B1 Bea=s
- 1) 30 WF G 210 " "
123B2
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- I RETURN AUTHORIZATION A_UTHORIZED BY: NUMBER:
CREDIT TERMS:
- COMPANY SHIPPER ,
Becht , -ACCEPTED FOR SH PMENT l Ao ESS 3507E. IL1 er Rd/ DATF 12/19 19 72 Mid M 48640 CARRIER E rer f
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NONCONFORMANCE REPORT I #
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, on a w.mGien e r o. e n e v. ,. caostcv no.
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Spec. C-23) '2 .a p&on,7 0 m7. yg joave es. oeseos.,io= concuanc cr
, , s. .,a u osse n.-v eon 7220 e.ruLoca,ow ,flftr Of f.h/ ,t11/29/71 "-~~
- 2. ._.P..t. i.p e_R.e s. .t.rai nt_Jhhed s._Unii_1.. .. . QQ_
v a te avso av / // omir " '" ' l " " ~ l "' " ' ' -
.. ... Hold,._.A.rea A Embeds for__ Slab El, $23'6" N/A s.s .o
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O _ o_ _ _ Vendor .... g .o u. t v o r. t o = =G. c a . ~ G g o o o v e , o . . .. ...t s u, ...so. 9 No Co N. o n M.NG Co o.T.oN :
- 1. G-321-D not properly filled out.
- a. Block 13 Suppliers order number should be (21C-1012)
- b. Block 20
- c. Column 8 Identification traceable to unit should be (" Pipe restraint embeds for slab at El. 59Y 6")
Supplier should enter number of pages of "each" types' of quality Verification Documents being subuitted. 2.. g r a co o.scos."oa Continued.on Page No.2 O"c'o a< co=~t anaoaeaou'c vo cao sec t s a.ar r a nac ai a'o o.saoser.o csu'vs-Field Procurement Supervisor to obtain necessary Docurentationgfrom Supplier. 1) Revised G-321-D
/M / m/hr.w /2[n /E%, /? .M Block 13 - Suppliers order
~ ' [,$ h 4t No. cannot be verified until
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venior's_drawinc is available Field Engineerino. to obtain approval for Material Substitution. 2 2. E N GIN E K H. G o.sPo s. .oM .O.>.*E /2MYh -(Block 21 continued on Page 2)
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2). E MG. E E . G o.sros...o RE sukT s: 2 4. Is des.G N CH A NG E R E QUI.4 E o O ~o " " " " " " ' ' " " " * " " "~~~~'" "' " ^ * " "
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Wh..e Copy - O..Gine or QC G3 a Cana.y Copy - F. eld E ngineer P nai Copy - POAC Golo.a.ed Copy - OC s
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NONCONFORMANCE REPORT (CONT *D) .. nct 2 or 2 n. co o._ N _41ock 19 continued.
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2.. Vield__ rod verif_.ica11gn_ reports and_materini test._reporta_for_vald ma hnso nnt hoon <mh-4 +tarl vi+h dnet ent package. 3- Purchase Order requires material to be ASTM A-36
- a. 1st, unit - 2h" plates are made fv. m 2 3/14" ASTM A-588 Grade _B Mate _ rial.
and ASTM A_588 Grade B_llatsx131. Ih" bars are made from s _B_ Material. ASTM _A-588 Graa
- b. 2nd. unit - 2h" plates are made from ASTM A-588 Grade A Material.
Ik" bars _are_pade_from AMLA-588 crnda B Matarinl-b Bechtel approved vendor drawing not available for these Unit #1 embeds. , , Nonconfornance noted during receipt inspection. _"Q" No._is 1.101. [ Hold Tags applied, /[ 8' 88[ '/ d) ,,t N
, 1 Block 21 Continued.
(See Block 19 Item 14 of UCR) b) Block 20 - Traceability to unit should be (" Pipe restraint embeds for slab at Elev. 593'6") Block 20 on revised G-321-D shows traceability as IR 2. This shows no traceability to the embeda, c) Cohutn 8 - Indicates a Material Certificate of Compliance was not included in the docu=entation nachge. A_D,isriel Certificate of Connliance je required & should so be indicat_ed_on_ the G_.3_21-D. d) Columnj - Rtop_.Jnspector needs_tp_qopple_ts. e)_ G_321-D is a two-page document for C-233 Q, Appendix A. Page 2 should be completed and submitted. This has not been _ dopee . . t ()Ih
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NONCONFORMANCE REPORT > C.
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_1.h2138/1h2.139 3 rC= UEscRie ON 7220 [ [, 2.. o.s O sn .0,. c o~ c W R R E ,.c E 8 gap.t_oLV.eonel Loca r,ON e,Ar, M h hh " " " " " "'" " ' " ~ " ' ' " ' "
- e. sE Re AL NUMBEft Bai1 road Siding
- 9. S T A R T UP S YST E M NO.
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QC 620-0012-51 Unit #2 _ N/A I _ n~-n'74
. ruRcN.sE ORoER NO.
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_x */.c.py et ROUT tNG ONST RUCT90NS. O NO_ Vend _o_r ,,,, Q ROUT E TO FlE LD ENGSNEERes.G Q ROUTE TO M.T ERI A L SUPERVISO R 3 9. NONCONFORMING CONDif EON: _Confomance or the chon release TWX,%cJhrPJIumber on_tl,a_tennel_Acca_nqt__er.lificate . _ _ _ _ agree vith of the ]h 1.
%c_Bab. col &_.WilcpLiurk_llumberJn_the vessel is 2RV-T1.
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%eJhrkJ1 umber _on._the_ Certificate _oLConfomance and the shgp release TWX i _
s 10-H8-201_2.31-1. _ 170nc_oDf9Imance_nolgd during_ receipt in_spection. "Q" No, is 1.029. 1 One Hold Tag applied. 20. FtELO DISPOSIT 90N Or'<'a accouarapa r'oataou'r To rao'ect ="c' area'"o a' fi?nM/ dsarm w ? nod c'o o'5"osn'oa arsu'v5' et' 'S / c, rz
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0bl 3 3. ENG8N E E RING Of 5POStrION 4 l f$ Yb( - tb V f_.3 tf f
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- 23. ENGINEERING DISPOSITION RESUL7$1 2 4. SS DE SIG N CN.NG E REQUIR E D OO "'""^"'5" 5'" " oe .. . ~. -
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(g., White Copy - Originator ' e [== [ '! Canarw Ccpy - Feeld Engineer Qc-G 3 2 Pink Lapy - POAE _ _ _ _ _ . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ - _ _ _ _ _ - _ _ _ _ __ 9 Go)denrod Copy - OC
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_,. BECHTEL MIDL
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B&U PGG LYtl c A ' DECEMBER 4, 1974 9; ; ..
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J. P. CONNOLLY
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BECHTEL POWER CO
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MIDLAND , MICHIGAN
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D y, n 3 D V CC/ E. VALog1;, CA. ENG.
- THIS IS TO CONFIRM THAT s -- ,
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,24-20 2-52 PEAR IG Or 9 g 0 - 11 8 - 2 2 -1 OR ADDITTONAL CLARIFICATION OF NUMBERS ,
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READ-SELOW IN TPO COLUMNS:
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'.. REACTOR VESSEL e CERTIFICATr~ -- ---- ------ HEAD z.,,. NAMEPLATE, OF CONrORMANC ----- ---- --
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ASSIGNeo n B AND U MK- NO. -H6-2012-51-1
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2RV-T1 G24-2012-52-1 O CERTIFICAT S o ARD NO. g43 2RV-T1
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TI EH A C RSRy I E FOR ARDr By S IGiJED g , E. F VALDER -
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0 A .r..aJG INEr RING .
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BABC0CK AND WILCOX CO
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. NONCONFORMANCE REPORT '^3 ' * * * " "
MUtWNSEGo. iREv. 7. PROJECT No. 32.siEPoRTcDay 'DATE cr 9 2A S
- s. o isPo s Tion CoNCvRnENCE
%ccliJicar. inn 7??n-c-19 1 7?'n II i - -U-N ~ ~ ~~ ~~ ~ ~ ~ ~ "" "
- 3. ITE M oESCRIPTION S. 87EM LoCATIONggggg }{d {gydggg l .V iS ATCD DV
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- 9. si AR TUP SVsTEM NO. S p'. RhPL ACEMENT PART 3 R EV. * *OJ E C T P et LO E h4 8 *'C E S
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- 16. RCPLACEMENT SCRIAL NO.
722.0-C 1G-eC C138-R-15 Rev. O N/A " ' * " ' ' " " * * ' ' * ' " " "'" 4
. Ct NTn ACToRitoC ATeoM :.AsME O ves $ 7. sou R CE CooE Inr, alls Iron Uorks Co., Verona, Pa. TEM C No Vendor av'"***"'""*" **"
t S. ROUTING INSTR UCTaoNSi QROuTE TO F ICLo ENGINEERING O nouTc To M ATCRi AL supervisor
- 19. N E NCO N FO R MING con DITION Ecan 134B12 (Vendors Shinnent No. C7) has end connections bent as shoun on Pape 2. Nonconformance noted during
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field ennineers inspection. "O" number 1.201.
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-anCLo DisrosiTioN ELo RECoMMCf oAv>oNiRouTc vo pro;ECT ENoiNcERiNG Zi. riELo oisPOsirioN ResuLTsr Repair by straightening bent end-connections of subject beam in accordance with ergraved-AISC Specification 5-50 Section 1.23.1.
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- Ewected-implementat-lon--date:-12-30-74 q[7 A a -
- 22. ENGIN E E RING DISPosIT to N f . flAWlW I C 7f
- 23. ENGINEE RING DISPOSITIo N RCSULT S:
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- 24. Is DC31G N CN AF4 G E f1CQ U RCD gge M.WWMMNMMNON U'""U""
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- 2. OR A WlNG/P A RT NO. t R E V. F. PROJECT NO. * ~
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, ,4 4 9 2. R i
'DATE Bulk Material List l 7220 j]/gf OstT)E
/[BV*
.
- 21. Dl%POSITlON CONCURRE NC E
--
- 3. I T E M DESCRIPT BON 3. ST E M LOC A T SON
,gf g f7g_ j- Q j~ "l ~
V IDATEDe DATE - _h".X_23" Rolts
-
- 4. S E R E A L N U M 8B E R t
QC_Rold_Aren
- 9. ST A R 1 UP S Y S T E M NO.
x _L. EPL ACEMENT P AR NO. y 2 '/ Vggg,,_A REV. e e
-
,
, j 7,f,3 n/A N/A
- 888 t v
- se te # -4 este
- s. PuRCH A s E ORDE R NO.
... OC r.E Lo .N SPEC T.O N PL A N NO.
1 N/A [
;/ .. R EPL AC E ME N T sir A L NO.
t .
-
, , , , , , , , ....
_7220rE-1110h B-1--R _12 j Jg, ./6 -7f
.. c ON T R A C T OR/ LOC A T .ON _Ren._0 n/A - ' ' ' ' * " - - - * ' ' ' - * " "
...AsME o vEs .T. SOURCE North Central Fasteners .T E M 00 No Vengo,r e
,,,,,, ,,,,,,,,,, y ,,,,,
SS ROUT 8NG INSTHUCT gCNSs { ROUT E TO FIE LD ENGONEE RtNG Q HOUTE TO M AT ERS AL SUPE RVISOR 5 9. NO NCO N F O R MING CO NDIT ION s The_d" X 2h"_bg1ts_on order 7220-F-1110h_are_to_ conf _grm to the_ requirement _a_oLASTM A-325-ASTM A-325 requires all bolts to be marked A-325 The_2300 bolts received on MnR AEO-$70 are not marked A-325 Nonconformance noted during receipt inspection. // Hold Tags _ applied.
- 2. Ur E Lo DisPO s T .0" OFtE LD RE COMME ND A TION / ROUTE TO PROJEC T ENGINEE Rf NG 2 9. FIE LD DISPOSITBON RESUW$t Rejected - Return nuts and bolts to vet: dor. Anticipated implementation date by 12/20/74. . y &f,, j , z , 5 ._ y
- 22. E NGIN E E RING DISPOSIT ION
- 23. ENG tNE ERING DISPOSIYtON RESULT $r
- 24. SS DE$tGN CH ANGC REOUIRED ' * ' " " " " " " " " " " " "
O NO " ~ ~ " U Oe" "a. DR AWING R E V. O v Es. .E E ATr ACHEo. DCN
. . . . .
'.'. ". *. .. *. ^ " ....
augmosesso senses coom ..,, IPEC. REV. ADO. 14 98-3 White Copy - Originato, QCT GW Canary Copy - Fi+1d Engineer f%k Copy .- POAE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - ^ - - ^ 9 f Goldenrod Copy - OC
' ' " ^ **
NONCONFORMANCE REPORT ' ' ' * * " " ' Or i 2Af
- 2. GZ AW9N a/PA RT NO. eREV. 7. PR OJ ECT NO. 8 2 'R E PO R T D BY 25. DISPOSITION CO NCU R R E NCE
!4 7220 UEO^ l'DATE
/M-74 Q
" " " """" ~'
722D-C-202 ' " "
- 52-
- 3. B T EM DESCRIPTION 8. IT EM LOC ATION VA dMTED BY I DATE Reinfntc.ing Steel
- a. i El; t A L N U M B E R Auxillary Bldg. Walls 27 f. 29
- 9. ST A R T UP SYST EM NO.
,J -
(bPLACEMENT PAR O.
/3 ' W REV.
em Pe od c 7!
'860 E"G*Es
~d /2.-/A1/ pave # '
Nf3 N/A U/A I . ...... x . . .
. PURCH AI E ORDE R NO. 90. QC FIELD $NSPECTION PLA N NO. 16. R E PL A CEM ENT SE Vt A 4., NO.
/2 +// =7 N/A N/A NM **
- 3. CS N T R A CT O R/ LOC A T IO N 99.ASME O YES 9 7. SOU R CE /* * * * ' '" " * * "' 'f "
N/A .T E u O NO Construction IQ. MU TING INST R UCTIONS: ROUT E TO FIELD E NGIN EE filNG O ROUTE TO M AiERi AL SUPERVISOR g g. NONC!NFORMING CONDf TION: In straightening the field shop-bent horizontal dowels (#8) proiectinn from 7.4 line wall. el. 574'-0 to 584'-0, 5 bars for wall #27 and 4 bars for wall #29 were broken by field forces. Non-cL 'orninn condition was noted durinn routine field engineer inspectinn. 0-List - 1.203 Ell. E - W /-lOA f) 7/VC S kA///dD QPIELD DISPOstTION ' CF8 ELD RECOMMEND ATION/ ROUTE TO PROJECT ENGINEERING 2 9. FIE LD OtSPOSIT BON R ESULTS2 Repaic in accordance with approved standard repair procedure as follows: 1) Chip concrete around broken bars to allow for splicing clearance 2) Weld reinforcing steel splices in ccenrdance with EPC Welding Procedure Pl-A-Lh (rebar) upon approval of FCR C-231 by Proj::ct Engineering. 3) Repair chipped areas in accordance with Specification 7220-C-231, Rev. 5 Expected implementation date: December 19, 1974
- 22. ENGtN E E RING DISPOSITION di
- kev ru c?AA
- l - q . 7,
- 23. ENGINEERING DISPOstTION RESULTS:
,
a 21 sa dei GN CH ANGt nEOuenEr., O NO " " " " " " " " " * * " U~~"~~" " " ^ " * " Decaa* O vES. SEE avr ACNED. .. .... .. ........ ,,,, O R f. WI N G R E V. DCN avywonet e n suspectos on,, S PT C. u.... *S 'atv. ADO.
""
( k- ORIGINATOR
NONCONFORMANCE REPORT ' ' " ^ " ' ' "" [DR A Wf NG/P A R T NO. s R E V. Or 1 2126 ' F. PROJEC T NO. 12 R L PO R T E D B Y I DATE 25. DI5 POSITION CONCUH RE NC E _ Spec. 7220-C-110 l6 7220
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"""
- 3. S T E M DE SCRIPTION S ITE M LOC A TaON a,DATEDev # I DATE
" j'j Q "" " l *"
-
Liner Plate Recoating
.. St a. A c NuM.E.
Painting _)Lrea QVA,(fj,E, l
&cACIMENTPA.&g ll2-+7f _lvlCd/
N/A
.. .T AR T uP U/A T.T EM NO.
/ / U/A O.
j nEV: f .-r. M. .L. .n.( l) A. ..; w
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- 5. PuaCH A S E O nDE. NO. i -
... OC rit oD ~ SPEC T ON PL A N NO.
_NA / l it. aEPL ACE MENT SE n At NO. t _,.,h,.,0,,,,,,,,M,-
, /g,y -[.Q g.. Eg. 7y C-110-36 n/A
- 6. CON Y n ACTOnitOC AT.ON i..ASME o vES i,.SOuaCE / 'y ' ~ -* "-* *// ,",","
f,,,,,,,,,,,,,_,,'
.lla fptell..Co a, t i ng,_Kidl,qrt ,,_ d Mi p]) t gan E M M NO
,
9 0, Roui tNC. $NS T R uCT IO N S: hOuT E T O FIE LO E NGIN E Eft 0NG Canatrue. tion O aOu'E 'O Ma'Eaia' SUPE av'SOa 9 9. NONCONFORMsNG CONDtY EON: Liner Plate Assembly S$-13-U2 and S6-15-U2. Ixtring qC inspection of requalification or plate, in preparation for prime coat,1 gouge was found. The depth was measured with a thorpe pit gauge and was __ found to be .187(3/16") deep. The remainder of the plate was coated with carbo zine 11 as per the Spe.cifi_ cat _inyL_ C-110 Rev. 6. This gouge is located on plate assembly S6-15-U2 in a stiffener on the crane bracket.
"Q" No. is 1.109 One hold tag attached.
79 MFtELD DISPOSif TON QFIE LO RECOMM END AT EON /MOuTC TO PROJECT E NGIN E E H3NG gg . FtELO DtSPOStTIOte MESULTS:
!'JPAIR: According to approved standard repair procedure, gouge is to be ground down to sound metal and penetrant tested. After P.T., gouge vill be filled uith veld metal and r,round flush. Uork raay proceed. Uork should be inplemented by 12/16/74. ggg, g I (7) ,
_jg _ f g_ g 2 2. E NGIN E E H ING DISPO S6 T 40N
- 21. E NGINE E RING DISPOSITION REStJLTS:
- 24. IS DESIGN Ctt A NGC nEQuinr 0 26 REJECTED M AT EHI AL DISPOSITION NO O a va a 'a .v aeu. a 2, OC ACCEPT ANCE O VE ..EE ATT ACHED ,,****"8 OR A WING REV. Of N ee a nseas.a ,,,,
av =emea..<es.seven gE C. REV. ADD. ..,, s cet e-g White Copy - Originator QG-G N Canary Copy - Fiald Engineer Pink Copy - POAE Goldenrod Copy - OC _.
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'
{ NONCONFORMANCE REPORT ' "^ ' ' " "
- k. DR A WING /P A N T NO. 8REV. 7. PR OJE C T NO. 82,
, h2 2
!5 EPORTL D Sy DATE Spec. 7220-C-231 7220
- 25. Os5POseT 60M CONCUR R E NC E a n Eu DEsC R. prion s.ivEu LOCaviON
/8 .
afr
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,
!'/NB19""***'""I ' " " ' "
l "" " " l "" Damaged Concrete a i' ve ' y 3 Da ! 8 J Base Mat Cont. #1 hy)rC.// Fpfj / M,/,
"
- e. sE nsai. Nuunr R
- 9. su mR1uP svsvEm NO. 4 s . R E r<.a C E u E N r Pa R v NO.
p .M.t// N/A N/A / j RtV. e.-,. c . hT . -* G. . i "a N/A - - I
- s. PuRCNasE ORDER NO. 1 .. e.v . - ,e 3 0. QC F rELD GN SPE C T GON PL A N NO. -
N/A C-231-241 S S. R E PL AC E M E N T SE RI A L NO. pg
.. CO N1R aCroRiLOC a v.ON N/A -- . . ' - - - < - - ~ - ~'-/)[[
....s=E o ,Es .7. SOURCE N/A ' * ,,,,,,,,,,,,,,,,,,,,,, ,,,,
IS. ROUT 0NG GNST R UCTIONSa ROU T E TO FtE LD ENGINE E RING "r= So Cons _truction O aou'c vo "arza'a'suPraV'soa 59 HONCONFORMING CONU4Tf0Na A crack 2" to 4" deep, extending from azimuth 30 to 42 (approx.12' long) outside & adjacent to 4" embedded beam for knuckle plate, was discovered during const. joint cleanup by Q.C. & F.E. surveillance. Cause of crack is unknown. Work to evaluate damage to concrete has started.
"Q" no. is 1.205.
20 hFIELD DeSPO50780N Or'<'o aE coa =Eaoa r'oaiaourE vo cao'tc r E~aine rainc 2i . rit tD DisPOsiriON REsu'rs:
-R EWOR F,-in-a c co rd an ce-wi t h-p roc ed u re-ou t lin e d - in-Spe ci fic a t ion-7220-C-231. All--crack ed
_and_ hollow sounding areas have been chipped back to sound concrete and removed. 'Ihe rework of this area will be effected when the first lift of exterior containment wal L is poured by accomplishing the tonowing:
- 1. 'Ihe-surface-has-been-properly-prepared,-that-is,-the-surface and edges have been - - - -
" squared off" and all loosq concrete remoyed
_ _ _ __. See Attached Sheet __ 2 2. E N Gt N E E RING DtSPO5ti tO N 2 3. EreGtNEE RING Op$POSITtOH RESULT $e ___ 2415 DESIGN CH ANGE REQUIHE ONo "*"""""'^'"'"5"' " U""""~~" 27 oc ^ccrerance O V ES, SE E ATT ACHEDs u ,,, u U"
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DR AW6MG REV. DCN ( P E C. auvespeess e a-see sees on,s REV. A DD. t ,09 e-s Whete Copy - Originator QC-G 3-2 Cenery Copy - F eeld E ngineer Pink Copy - POAE Goldenrod Copy - OC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - - - - - --
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.
NONCONFORMANCE REPORT ' " ' * " ' '*' "'" * * [DL AWGNG/PART NO. Or / 246 eREV. 7. PR OJ E C T N O. TED BY 25. OfSPOSITIOri CO N CURN ENCE C-224 (Q)
- 3. ITE M DESCRIPTION l4 7220 S. BT EM LOCAT BON 92[.EP[O4mwi 3.
.
AT E D BY, l'12-I DA DATE lo T
.3 E
- - - -
- g" - - - --- -
Concrete C, k EZI A L N UM BE R tyA Aux. Bldg.
- 9. ST A R T UP SYST EM r*O.
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'
[5[M EPLACEMENT P 41T NO. [2-//-79 I I REV. hh Peose cy r es t , a s.ee e m fM, om t N/A V N/A i e O PUACH ASE ORDER NO. 9 0. QC FIE LD INSPECTION PLA N NO. 16. REPL ACEME NT SERI A L NO.
...,< p ...... ....
$ //*
N/A 71dAX c-231-3-373 N/A - c -
- 6. CJ N TR ACTO R/ LOC ATION 3t.ASME Q YES 17. SO U RC E 7 .- -..~7
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,
- N/A Construction 9 0. 5/? JUT 8NG f NSTR UCTIONS: QROUTE TO F fELD ENGINEERING h ROUTE TO M A TER0 AL SUPERVISOR 9 2. NONCON FOR MtNG CONDITION:
Drawing C-244 (Q), Rev. 4 shows an 18 x 85 wide flange beam passing through interior walls 17 & 18 13'-6" south of E-line. No block-out has been provided in these walls for this beam. Discrepancy found during rout'rie inspection. Q No. 1.205 rs OFIE LD R E COMM E N D ATION/ ROUTE T O PROJECT E NGIN EEePNG O nELp O PySgT,y II . Ff E LD DISPOSITIO N R ESULTS: - y We k
-
in accordance with the following procedure:(1) Chip out concret.e for the beam pockets. -(2 ) Cut-&-bend-reba r-to-n11ow-i- t alla t ion-o f-beams . (-3) Af ter-beama-are-se t,-rework-rebar in - A accordance with the details in DCN #3 for drawing C-140(Q), Rev. 4. :(+)"^r h chippc ' ;rer corencm s. d h - sm1Lhaluu 7220-G-231, L v. 2. All bending of rebar will be in accorc an' cd
-
ky' --with-specificat-lon-7220-G-2-31-(Q)3-Rev.-5,--Rework-anticipated-to ba-accomplished by J./3/-7L
- 22. E NGIN EE N IN G DISPOSIT ION
( /2-//-J.f f-2 3. E NGIN E E RIN G DISPOSITION R ESU LTS1
- 24. 8 3 DEstG N CH ANG E R EQUIR E O NO **- Ec a- a . .- - <. - 21. OC ACCEPT AN CE O v ES. SE E ATr ACHEo, ,,,,",,',','""^"'^'o'5"o5'ON U""
,,,,,,,,,,, ,,,g D R f. W t N G REV. DCN a inomezan e. eses evan o ,a LPEC. REV. A D D.
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.. .. . .
... . . . _ . . _. _ . . . . . . . . . . - . . . . - . . . . . - - - - - - - - - - - - - - - - - - - - - - - -
.
NONCONFORMANCE REPORT ^ " ' "'
. oa . wing,r. 1 No.
.i .
V. .....,c W o. i a . n c ro o r . > or i
T._ $ $
.
7220-C-4 ' o 7220 ./r lo.ve ,.. o,s,os n .o,. coNcu a a a ~c e i .n u oesco.5 r1.o %e , m 112/11/7 h--" Structural Back[111
. 1 c = toc .1.o Detween Aux. B1dg. & Turbi n to 're o .,
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.. . oc r iuo . su c1.o et.N No. .
. +. c ro. c N N r .. . .. o No.
.
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_Z220-C-211 C-211-1-14 Rev. O ,, .. -
.. con, ..c r o.ioac. riom N/A "-
Bechtel._Kidland._. Michigan . . e_ . . ,s _cO ves ".Sou"ce [f>r" W " " ~- -"-(/
% , .............. g- .... -
n== 9 9. ROu T ONG ONsT R ucT roNS: route To FIELo ENGINEE R$NG IO No Constracilon-Q HouT E To M AT E RI.t SUPE RVf 5oR
... uo~coNroa Mi G coNo.v.oN.
Specification 7220-C-211 Rev. O atatea in paragraph 5.2.2, "In no case shall the uncompacted lift thickness exceed 12 inches". Contrary to the above an 18 inch lift was placed south of Auxiliary Building at Elev._585+. Nonconformance noted during regular Quality Control surveillance.
"Q" No. is 1.002.
_l QC //DL 0 i /)Uph/5n ~
..- g .uo ois os"' " Or s acco=== ~oa r.oNi ou re vo e, o,ccv e NG.N e ca.NG . r,u o o.. osn.o,. nesut,.,
RE3ECT l_RE1]ORK gjQQ/g wy fp~ppy,.f), Material placed in excess of 12" lift requirement will be removed and additional / fpj m g gg g w ,a-compaction effort applied. Anticipated implementation da,te of Dec. 12, 1974
'g pa g, yg
,
JY?Y k' jl/_2f6 hhlgfjj .m , /2- /2 - 74/
- 22. E NGtNE E R tNG orSPo5tisON
- 23. ENGIN T E HtNG DtSPoS. TION R ESvLTL.
-
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- 24. $$ oEstGN CN.P.GE REQulHEo b No '
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g fy.jy_ J DR . WING REV. oCN ......... .... SPEC. R E V. A o o. ass en...as, e. ses e va a
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6
"
White Copy - Origine%r Canary Copy Qc GFa F! sed Engineer Pink Copy - POAE Goldenrod Copy - OC
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.
'
.
NONCONFORMANCE REPORT '""'
- 2. OR A WING /PA RT NO, eREV, T. PROJE CT NO. 9 2. R E PO R T E D m y
, y " "'j,"$ g rrG-3
- 3. IT E M DE SCR f PT SON i2 7220 g ,Z 4 3 4 k $'2/12/7h DATE 25. O BSPOSIT EON CONCUR RENCE
- - - , - ~ " j ~ ~ '- l -" ~ " j -~
,
- 8. IT E M LOC A TIO N I
_Seni-RicblEh
- 4. SE R 8 A L N UM SE R mthine G-Laydown Area 9 3. mV A LID A T E D B YlM r'dfJA lDATE
.f N d..
- 9. ST A R T U.* S Y ST E M NO.
t 5. R E PL A C E M E N Y PA R T NO. ~ ' R E V. nfA n/A e..a...Pe.L..*.**... ..e. S. PURC H A SE O RDE R NO. O S. QC F IE LO BN SPE C TsON PL A N NO. n/A l ............. .... g g I G. RE PLA C E M E N T SE RI AL NO. gfg
- 6. CONT R ACTOM/ LOC A TeON .......... ........... ....
99.ASME C VES S T. :.OuftC E' N/A ' '
- 6. ..................
a ROui.NG .~ST uCT.ON S, l, E M Construction .... pROuTETO,,ELoENGl~EEea O aOu'E TO MavERiaL SuPERv SOR
... MON CO N rO R M.NG CONo'" "'
Procedure TPG-3, Rev. 2, Paragraph 8 3.2(h) states in part, "Lovel I) itema cay be ctored, outdoors in an area rmrked, and denie;nated for storage, which in vell drained, perforably gravel covered or raved. Jind_ located _a_;renconable distance from the actun.1 construction area and traffic so that possibility of danare from _ construction equipment is minimized". Contrary to the above, one bundle of semi-rigid cheathing han been dr.nnged__ __by construction coulpment. Nonennfornnco noted during field inspection. "Q" No. in 1.107 i 20.
/b m/M Q FtELD DISPOSITIO f CF DE LO RECOMMEND A TtON/ROU TE TO PROJECT ENGIN EE RING 2 9. FIELD DISPOSITION RESULTSs
_ _ _
- 22. ENGINE E RING OtSPO$tTION 2 3. ENGIN E ERING Of SPOSIT TON RESULTS:
e
- 24. SS DESIG N CH A NG E HEQutf3ED O NO O vE5. SEE avT4CNED. O.....
.. ....
DRAwedG REV. DCN 7..s...... .... REV. ....... .......e,.. _$_PE C. ADD- ..,. 1.o e s s Whit. Copy - Originator Q C < 3-2 Canary Copy - F i.id E ngin.or Pink Copy - PGAE Goloonrad Copy - OC .
'
-
_ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ - - - - - - -
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NONCONFORMANCE REPORT [gg $ gypN A R T NO. G RE V. T. PROeL CT NO. a "^'2 OP '
- 25
' " ' " " 'l Y DATE 25. DeSPOSITION CONCUR F E NCE Jeo Jeloy 3 e TE M OE SC RSPTION ..
,I 7220 S. STEM LOC Af tO N 0
.,([g 2. R EPORT/ EhD3k t12/13/7L l""~
" - " " """ """" **
3 3. V A LID A T ED av 3 DATE _ Aux,_Eldg, Structural Stoel QC Hold Area *
- 6. SE RI AL NUMaE R
- 9. ST A R TUP S Y S T E M NO.
. M,"fjo h.4(ffye I S., R E kL A C E M E N T P A R T N O. 3 Fr E V;'
N/A N/A
** *.s e t r es t e s a* *** * * **'s
- 5. "URCH A SE OR DE R NO. N/A 9 0. QC F SE LD ONSPE C TION PL A N NO. I S. REPL A CEMENT SE RI AL NO.
. . . , , , , , , , . . . . .
....
_C-38 C-38R-.20
@. CON TR ACTOR / LOC ATION N/A "*"""'"*******-"* ""*
9 0. A SME C VES tT. SOURCE New City Steel Corp. Chicago, Ill. ' ' t e. ROUT 9NG $NSTRUC TIONS: EM @ NO Vendor
] ROUTE TO FIELD ENGeNEERING Q ROU TE TO M AT E R4 AL SUPE R VISOR
- 39. NONCONFORMING CONusT TON:
Structural _ Steel received on the jobsite (Railcar /lB-36h238) van ann, cod. Inmago conciated of bent angles, cracked velda and missing _ angle. See page 2 of 2 for item inforr ntion. Hold tage applied 1 of 6 thru 6 of 6. _ "Q" No. is 1.201. 2L Q FIELD OtSPOSITION Continued. CFIELD RECOMMEND ATION/ ROUTE TO PROJECT ENG 4NE ERING 2 g . F 4ELO DISPOSITION RESULTS:
- 22. ENGINEE RING DISPOSITION 2 3. ENGIN E E RING DISPOSIT ION RESul TSs
- 24. OS DESIG N CH ANGE REQUIRE ONO *"""""""""** ~ ~ " ~ ~ " * * * * " "
--
O vES, SEE ATT ACHEDs n.,,s am me D ecaa. CR AWINO REV. DCN oc ameesseen e.,, CPEC. REV. A D D. aw'm.eensee=stec .a ..,, s w e s-1 ~ white Copy - Originator
~C-G F2 Canary Copy - Field Engineer Pink Copy - POAE Goldenrod Copy - OC
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I' NONCONFORMANCE REPORT
,W'.we,fra r no.
f [^," ' 3 " 5 53 j ar v. r. raosacr uc.. ir. acroarso ng; guy oars as. oisroserio~ coacunaence FSK-C-306 7220 eveu ocscaerrioa. l s.erto tocarion F. Ethe r).d ge, s i . v A .sd t v 12/13/74 3ontr
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y *"- f Knuckle Plo_tes
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ie. aou r.uo . st a ucrious: .,n.c a*a g aou r e t o ,,. o . O aou'r to ma rcaia'suce e' visa
... noncouroau. o co oir' "'
In use of Welding Procedure Pl-F(A-C02)-3U, the proper mixture of CO2 and Argon was not used while welding some of the vertical seams on the knuckle plates in Containment #1. "Q" No. is 1.109. 20 O r'e'o o'srosoa Er'sto a<comuranaraoataours to racerer raciarraiac a n. ris to o'sroserion assut's:
.Eleid_ recommends _use_.as_ is. 'llic_ welding _of__40. 'i' of._54 '._of_thesc_ scams _vas_donn with a CO2 only gas rather than the CO2 Argon mixture. The Argon mixture would reta :d material flow on u rtical seams. The knuckle. plate seams begin in the flat and proceed to th e vertical.
Both visual examination and NDE ('100% MT) revealed no defects in the subi ct velds, f $ N-kb 22 E NGIN E E aIPeG oisPosIrioN
& ' )$. /[ 7 '/ '
- 23. ENGINE t atNG ossPosIrtoN assuLrs; Proincl_ Engineer.ing_concura_witit_Eicid_Recommendari.oA_to us3_as is. based on the 2 ,fhy/
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following: the purpose of argon is to control the flow of the weld metal, speci- y ,fgg,,,,4 ,4 opg_ fically, to retard the material flow on vertical seams; test veld coupons were made ,fggy y utilizing CO2 caly in the vertical position 3G, the tests of the weld coupons mec , w g j y yj g . j M 4A the applicable requirements of a welding procedure qualification test, and were acce i-
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EXHIBIT 7
,
.
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-BECHT EL POWER COR PORATION Form WR-2A Rev. is
.
_ W ELDING PROCEDUR E QUA LIFICATION RECORD E" M" l f N POR No. pProcedure Specification No. _ PI-F-C0 -3u Date 12/19/74 Velding ProcessSemi-Auto Flur Cored Arc Welding LocatioD Midinna . Michimn Material Specification: ASME SA-36 Chemistry carbon se. 1 to itseAf ASME P-No. I to Shape _ Plate
-Thickness Range Qualified 1 Thickness 250 1/16 thru 15 Outside Diameter (O. D. )_ NA O. D. Range Qualified NA Filler Metal Sp,ecification:
ASME SFA 5.20 AWS Classification E-70-TG 5'- N o. 6 A-No. 1 ASME .NA AWS Classification NA F-No. NR A-No. NR Filler Metal Chemistry Acceptable to AWS 5.20 Wire / Electrode Diameter 1/16" HT #H1782 1.ot #F-410 Manufacturer and Trade Name ' Chomernn 7000Al Shiciding Gas 2 CO - JOINT DESIGN: Flow Rate 45 CFH
* .
If Consumable Insert None
'
i E Position of groove 3G Vertical UP
+ -*--- Backing Yes
~
, , , Backing Gas Flow Rate NR Polarity. DCRP Amperage 160-200
.
Voltage 18-24
'N j Multiple pass per side ves
,
Welding Direction UP 30 4-- Travel Speed 128 1PM VERTICAL-UP
' HEAT TREATMENT:
(TOP VIEW) Preheat Temp. Min. 60* Postweld Heat Treatment Temp. none Maximum Interpass Temp. NA Postweld Heat Treatme'nt Time none , Minimum Interpass Temp. NA
-
Reduced Width (In. ) Thickness (In. ) . Arca (In. ) Load. lb s. UTS, psi Position Remarks Sectioti' 1.312' .249 .327 24,400 74,600 3GU {Fract.H.A. Z. T ensile 1.218 .242 .295 Tests 22.900 77.600 3GU IFract.H.A. Z. Q,C, 0)t rJf85S-I er u.S. rr*. svivG urf iz/su/)!.s 9ek ' I Guided Type l Result - _ T ype Result Bend -Root 7 + " W M Tc# OK 180 i Tests Face l f.5tf//, ,g,. OK 1800 Root J OK 180o Face / '
% OK 180u Impacts lOther! Radiography Report #232 Midland /2 ZO 79 ##66 Mechanical Testing By_ Bechtel & U.S. Testing Lab No. W1 and W2 Welder's Name_ Kosnik' Symbol B92 Test Conducted, By s.Hickm D. Minntek
.
We certify that the statements in this record are correct and that the test welds re prepared, welded, and tested in accordance with the requirements of.Section IX
,
(5 the ASME C6,de. [ /,.a g E. M 4d'/.yg. '+'*77 B CHTEL POWER CORPORATION
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- Recorded on;New Form
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7220 E. J. IfnnnNg
- 3. IT EM DESCRIPTION . S. S TEM LOC ATION 17/7L ~ - - ~ > " - ~ ~ - - " ~ --
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n/A U/A / il/A ! C. PURCN ASE ORDE R HO. O S. QL J IE Lp lNSPE C T TON PL A N NO. . , . . . . . . . . .... j t S. REPL ACEMENT SERI AL NO. C-38 Ghpt. # C-10 C-38R-18 U/A - > = = . ' - = = - - - -
- 6. CO,.Y R A C , O RiLoC 4 T iO - '-
i1.AsME O v=$ " souac= New City Steel Corp. Chicago, Ill. ,_
.TE M 'CI,.O Vendor
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t e. ROUTING INSTRUCTIONS: Q ROUT E TO F tE LD ENGINEE R$NG Q ROUT E TO M A TE RI AL SUPERVgsOR
... ONCON roRM. G CoNo.T ON.
Structural steel received on the ,iobsite (Railcar # CW-132682) were an.aaged. Ikuaaco consisted of bent angles. cracked welds and bent flanses. Sco para 2 of 2 for item info 2 sation. Hold _tsga
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anpliedul_of 6 thra 6 of 6. "C" No, is 1.201. Damage noticed durinlt receipt inopection.
- 23. O fee LD D0$ POSITION QFIE LD R ECOMM E ND A T OON/ ROUT E TO PROJECT E NGf M E EHING 2 5. F JLO Ol%POSITtOt. R ESULT S:
- 22. ENG6NE E R f NG DISPOSITION
- 23. ENGINE ERING DISPOSITION RESULT $t
- 24. as DEspGN CH ANGE REQUIRED O NO * " " " " " " * " " * * " ~~"~~ """""""
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NONCONFORMANCE REPORT I ' #^ " ' ' * ' " ' " " ^ _ J
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or 1 Z.,54
'F/g."'722tf'lT.L40( ) i"'lT ' ' " " ' ' ' ' " - ' ' ' " " " ' ' " "
i ^" ' ' " " ' " " ' " " " ' " "' _ Spec._7220-C-231 R) 3 et EM otSCRsPTaoM
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- 0. IT E. Loc.TBoM $
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N/A .fc= 0:~o Construction t e, ROUTING INSTRUCT eon S: QRouTE To FIELo ENGtNEER8NG Q ,,ouT c To M.T E RG AL SUPE RV85oR ,
...uo~co ,oR- ~c co o.7,ou' The referenced drawing and specification state that the clear Mmension from the face of concrete to the face of a #11 vall reinforcing bar shall be 1 " - 2". Contrary to the above, the inside face horiz. bars at a vertical construction joint in "A" line approximately 3 feet east of column line 5.6 have a _
clear dimension of 3{" to 3h". The construction joint extends from El. 58h' to 596'9". Nonconformance noted during routine field engineering inspection. "Q" No. is 1.203 I G c Hoi. o T A e A N D.> E n e
... o . .. to .... ..T ,o ~ g,..to .co--c o o.T o-, Root = To ,R o,ecv ~ o.~ u R ~o l...
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p _ Field requests engineering evaluate A-line wall with existing condition. Field , . _ recommends "Use As Is". ti d g r. I BECHTEL-POWER-CORP.-
. o JOB 7220
- k . 046Ar,1 f 2 - V f . '1 + , Pf
- 22. E NGIN EE RING otSPostT ton ,
2 3. E NG IN L L H irHe U TTf u g 3 I g g re u t w k. a s . Engineering concurs with Field recommendation to use as is. Stress levels for reduced depth are within allowables. 7 .r .g je //p/ye/
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NONCONFORMANCE REPORT ' ' " " ' " ~ 2 DR A WtNG/PA R T NO. g RE W. T. PR OJE C T NO. Or __/ R 5 5~ 82 R E PO R T E D S V Spec. 7220-C-111
- 3. ST EM DESCRIPTION l6 7220
.. IT E M LO C A T IO N
_ jdg.f-g.- DATE 1/2-/7-)/ 2 S. Dl5PO SIT SON CO NC v H R E NC E
"-*" j "j'q%j "'* " " l ""
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Dome Liner Plate Assy.
.. s E R. A t N uu.E R Dome Jig
.. sT A R tup sysTEu NO.
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RD-9-13 j RE c ace =ENT P T NO. jREv. .. . . . < . , .. .e 4 .. ...,g
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.. CON T R A C T O RitOC A T.ON
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Southern Boiler & Tank Works, Ifemphis, Ten a . '
'T E . 01 NO Vendor
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... ROUTING INST R uC T ONs, gj ROUTE TO r.E tD ENGSNE E R NG o ROUTE TO u AiERi At supervisor I. NONCONF ORMtNG CONDITION:
During engineering inspection of liner plate RD-9-13, three cable gouges were found along the right edge. See attachment for sketch of locations. Gouges are approximately 1" wide by 1" to lb" into the edne of the plate.
/ O e l-lotD T4c A pso t/e o o ri.o- 1 lo9
- 2. . @ FIELD DISPOSIT TON CFIE LD RECOMMEND A TsON/ ROUTE TO PROJECT ENGINE E RtNG 2 9. rIELD DISPOSITSON RC5uLTs Repair in accordance with approved standard repair procedure. Remove nonconforming areas of plate and replace with conforming material. Work to be done in accordance vitirSpec--C-lilrAppendix "B". Ati nuw seams wil1-be euveied witir-lunk thase channel Vork_may_ proceed. Tmpicmentation frnected_ prior to 1/01/71
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24.15 DESIGN CH ANGE REQulHED ONO '
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.
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s1 NONCONFORMANCE REPORT "^* ' ' ' " ' " " '
- 2. DR AWlNG/P A R T NO. g R E V. T. PROJE CT NO. 12 R Or ^ 5(o
.QRTED 7220-C-282 (Q) 3 STE M DEsCRIPT OON
!3 7220
- 4. IT E M LOC A TIO N m . cp lI/7//7 D AT/ [74-2s. DasPOsaY SON CONCURRENCE
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DATE Reinforcing Steel e, sERs AL NuumER Aux. Bldg.
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- 4. CON TR A C T OR/ LOC A TION C _23/-I .373(b Bs.A ME Q VEs 9 7. SOURCE
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- 13. ROUT 0NG ONsT R UCTIOMs:
{ ROUT E TO F8ELO E NGINEE RING Q ROUTE TO M A T ERIAL sUPERV4sOR 9 9. NONCONFORMING CONOtTION: k'hile bending bars during the field disposition of NCR 248 one bar in wall number 18 approximately 2'-6" south of F line was inadvertently cut such that a standard 180 hook cannot be provided.
.
Q-List # 1.203 20 g),,Eto ois OstitON or.EtD RECouuE No AT ON, route TO eRoeECT ENGINEER NO ___ 2i . riE to OiscouTiON REsu'Ts' Repair in accordance with approved procedure. Drill hole to provide embedment in accordance with the table shown on drawing 7220-C-211(Q) Rev. 4, insert a reinforcing bar with a prebent 1800 hook, and grout. Implementation expected by Jan. 1. 1975 - u
- 22. ENGINE E RING DesPOstTION
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2 3. E NGtNEE RING Ot POSITION RE sWLTst I
-
- 24. Is DLstGN CN ANGE REQUtRE * " " " " " " " * " " " " "~"~~
O NO ' ' " * " "
- O .e...
O vEs. sEE aTT ACNEoi .......
.. ........ ....
DR A W9MG R E Ve DCN
.w esee.es e o e=se. cee. e.ve sP C C. R g y. ADO.
tross e Whita Copy - Originator G G-G a-2 Canary Copy - F 6 eld E ngineer P8nk Copy - POAE Coldenrod Copy - OC
_ _ _ _
-
{ f" . NONCONFORMANCE REPORT- g/
- 2. D R A WING /PA R T NO. sREV. F. PROJE C 1 NO.
f ( 92 R EPORT ED BY
, / ' ' "^ * * 'y "g" "%
/ . fr[ DATE 3 5. D BSPOSIT ION CONCUR R E NCE
_ Spec. m C-1 iO 722c R'.' A( MEdv ' "*"" """ "~"~
- 3. a T E M DESCRIPTION . Wold a. sTE M L.C AvsON 13. V A UD A T E D BY - '
/1R119/7h I
" ' " ' ' ***~
DATE
._2h50_1ba_of
.. SE RI A L NUM dBE R 1/8" E6010_ rod 003ol_dJreat
- 9. ST A RTUF SYST EM NO.
M WLJ.All/'# l/2 -h @ 8 6. RE PLA C E M E N T P A N Y NO. ******T's.t...se.... .an
- 566a-N N/A vNa S. PURCN A SE ORDER NO.
t e. QC F IE LD IN SPECTION PLAN NO.
/ l' R E V. ' ........ ... ....
S S. REPLACEM E NT SE RI AL NO. _7220-F-30M!
- 4. CO N T R AC T O R/ LOC AT 90N WIC-1-IL-19_Rev.__D .. M/A ~ ~ ' " ' ' ' ' * * * * " ' ' " " """
9 9. ASME Eb IT. SOURCE __K-C Veldinr; Supply Inc. Esserville, Mich. COoE
.T E M M NO Vendor
- ' - - - " - ~ " - ****
9 8. ROUTsNG INSTRUCTfONS: ROUTE TO FSELO ENGINEE RtNG Q ROUTE TO M ATERI AL SUPCRVISOR
- 19. MONCO NF ORMING CO N DITsON Specification VIMC-1 Rev. O and Purchase Order 7220-F-10Jh recuij:plp_c1wtical_Tc;Lt:L.to be done in the nost heat treated condition. The temperature _of heat treatpantls_tojp_ll50 _F400 F,_ Ro certification for 2160 lbo of 1/8" E@lO veld rod. Serial No. $66211-N shova tho temperaturo of heat treatment to be 11000 F - 1150 F. Nonconformance noted during receipt inspection.
.
Z hold tags applf
- 10. Q FaELD O#SPOSeTION QF8 ELD RECOMMEND A TeON/ ROUT E TO PROJECT ENGINEER)NG 2 9. FIELD DGSPOSITsON RESULTS:
!*
, -
- 22. E NGINE E RING OISPOSIT ION 2 3. ENGINE ERING DeSPOSf 750N RESULTSI
- 24. SS DESIG N CH ANG E REQUIRED * * " * * * " " " "
O NO " " " ~ ~ " ' ' " * * " " G R AW5NG R E V* O YES. SEE 4YTACNED. DCN --
.. ".... O.e-..
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wali. copy - o, .in.io, C G >T c.o.,y copy - ri.id e io , Pink Copy - POAE Cold.rirod Copy - OC
.
- I
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_ __ _ _ _ _ _ _ _ - ----
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-_- - -
NONCONFORMANCE REPORT
- 2. ! ;;,wsNG/PA R Y NO.
_ _ _ _ _ . _ . _ - _ . __.___/ .
' ' "{
OF
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I RC V. 7. PTIO JE CT N O. , I DATE _ O U3 25. 015PO51T es1N C ONCUef f 8 C NC C Succification c-38 l5 7220
- M9 2. R C-[ORYd M IA ljI}12/23/1t - " " - - - ~~~ '"' ' ~ '
ITCM t ESCRerTtON 0. IT EM LOC AT EON ' I DATE kCD DV 4' Structual Beam # 219B10 m , A N .. . E ., Sasse Nd. Laydown
.. .T . N T m m . E . N O.
[( .V A. f j g g ,[(/ ljz-2JU 7/
. . mN a T P A,,T E..
; .................... ....
_n/A RfA /A k/ . I O. Pui CH ASE ORDER NO. 9 0. OC F#ELO tN SPCCTION PLAN NO.
......,. ..... ....
- 6. R E PL A CEM E N T S E R I A L NO.
7220-C-j8 Ac c-38-R-17 Rev. O N/A ~ - ~ " ' - " - ~ " -"
- e. C ; N T2 A C T o R,i.OC A TiO N
..As-E CODE o vEs iT.sounCC , .I.ngalls_Ironl[Qrk'tt . . wuf.NG ~sr RuCT.ON QQ., ._YergnauPa."c'o c ac '"c c a'~o .Tc= XXNO Vendor ..V Daa m ' O aOuT c TO = ^na'at. 5uPr ave 50 a
_.
.
j f. g ,
, .. N x NCO N r O,.N ,Na CO N O.no N ' , .
The above structual steel beam shown on apyroved vendor drawing C-38-89-1 was to be .l;,'l fabricated from a 30" X 190 lb. beam. Contrary to the above this beam was from ajo" X 210 lb beam. "Q" Up is I'Yd Honconformance noted during receipt inspection. Shipment # c-8. C/JG~ T*A h /9/ P U E.D 23. O FDELO Ot%PossTION QrtCLO HECOMM C N D AT TON / ROUTE T O PRO JECT E NGINEE ReNG
- R t. FlE LO Ol'iPO5tTtON ntuutis t
'Ihe field recommends to use "as is". U30 >: 210 is an acc_eptibic_Rubstiture for 1110. : - 140 Expected implementation date - Jan. 31. 1975.
'
{' - f.v; w ". -cj; j f. s ? , ll '.
- 22. L N GIN E E R IN G 0 05 PO SIT IO N
- 23. E NGINEC f8ENG OtSPOSI FION f.EsuLTS:
-
at is DCsiGN CH ANcC nCOuneC O NO **'"'""^""'^""" ' " " " " " ' ' "
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.. ....
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,.
REV. ADO. _ _ _ _ _ . s al e s.: - . . .. _ _ _ . _ - - _ _ _ __ ____m____,.m=-- . . .
,,,_m, Weilte Copy - Originator f.eC-se a a Cariety Copy - Flaid E ngineer l' ink Copy - POAE
. Goldenrod Ccpy - OC m' ." %
- - - - - - .-- - - -( (
.. _ . ..
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. _.
*
-
f - . NONCONFORMANCE REPORT ' ' '
'h "p" "2cf 5"le El $e~quisition M- T7C '""'EC'"
Apt lo^'c c scuanc cc
-
E.P
- 25 o '5'o 5"'o
, S.,pecific.ation.ll-201
_ h _7220 S */ 12/23/7h "--" " ' " ""~ " " " "' c- ocsca v.on .. n c te c.1.o. 220 pcs. la X 3" Threaded Pipe ea 3v3 c o .vy e o.v.
- o. s c ..t u-.e a Warehouse QC Rold [] //y(// 12-2.3 ~7F
- s. s1. 1 u, s y s1 e - uo.
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7220-M-ll$ AC M-ll5-R-3 Rev. 1 N/A "- "' "*** " '-~ ~ '*
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- a ' ~ a M, " o u ' ' ' a " <^ a'ai '.r Su"5 a v'5o a SS NoNCoNF oRM5NG CoNDef ton:
1. Thi s mterial is no.t marked _in_accordance_with_ Specification _M-201 nov- l! paragraph _f.fL_7-2 This material is not tagged in accordance with Specification M-201 Rev.14 paragraph 6.6.9. _3 There is not available on site the required drawings per Specification M-201 Rev. h paragraphs 8 5 8.6. 8.7, 8.8 & 8.9 OMT EX7 /2 PPG I @ Continued. 1A O rec to oiscos.rion gricto accomucsoa rio~iaour c to enosect cucineca.uG . . rec to oiseosition assui.rs, The ninpjes_yere_rhipped_pIlor_to_lechtel shop __insnection, _however, wc_do have-_the__ _MTR papers. Verification that the nipples meet the requirements of the P.O. should be made by comparing B & W drawing M-1.74 with detail "II"on M-613 sht.1 Once this inspection has been completed by the code inspector and documented by PFE signoff below. The "l!old" on the nipples will be released. Nntp2 Ann Ahrf wJ l clear un 'he G321-D. 22 c ngl.s e c H.NG U tsPosti EON 3 [ _ 23 c NG.N e c RING o sPosIV.oM Hr suLT ss
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.
E s e l e i R n d e . b t E i a r D c C p m s - t e o e 1 o p N h b 'r 2 n s A s o 3 n M - s i R s o c t t G a e n e h t O m p F r p r l i N i l s o a e O u q a i l n F i c C r e N e h l e r
.
.
r s p e t O o t a g N O t h h m n n s c i
. e e s r v m e B i u e p h h d R i t e t h h d 5 S d t r e 1 " e o t 1 v d f o e
e v d n
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i M- t n a r c i e e e e r c o p r c i n i e ua t n t r q m i s i o n e :2 o e_ r i s t f u e e a v d n
.
d q n e e a t o o u a i c Rt h o t n n s t a o i l e t N t n i a 1 4 w t o e n o r e v n uh h m . C e p t a o e g2 9 a rb v o1 1 M g a a a h d_ a
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NONCONFORMANCE REPORT '~
-~
"2 or _.. "$r .'"l.~ O
-
.i 6.ais.Wisar No-- fa~Jv. i.~e.'.'o n c i N'oP'~~"""-- "
at o.srosev ioH coNcua ntNc 6
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.
7220-C-233/7220-C-284 !2/1 07220 Mor. m.5WN/7/ ~ ~ ~ " """ " ' ' ' ' " " ' *^*
- 3. ivE u ocsc=ier oN e. TEu Locav.oN -, a e i o'a T c '
Reinforcing Steel Aux. Bldg. (
- e. sEn at NuueEn s. su marum sysicu No.
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- 9. PunCNa5E oRoER No. (p.
/ N/A ( l , , , , , , , , , , , , , , , , , ,,,,
R S. R c PL A C c M E N T S c N E'A L No. t: 0C FIE LD INSPECTeoN
~
PLa N No. N.. co M/_A 31.? ~ 7d7:dP-go,.;y>/6
-M/-A- c-z 3r -:- w7 ' M/A " * " " " " ' ' * * * * * * " * *"*
N/A r n ac ro a, Loc a 1 ion ...asoc
' '
avs"" ...sounce
, , , , , , , , , , , , , , , , , , , ,,,,
ircu D No N[A I t. RouTtNG INST F#UCitoNS: Houic TO FeELo CNGtNc ERING O aou'c 'o m arca'a' Suec av'so a
~
... NoNcoN F oa uiNo coNo."
"' Q No . 1.203 Referenced drawings show 16 additional #8 hori::ontal rebars in walls 27-32. The dowels in 5.6 and 7.4 valin uhich splice with these bars have been oraitted.
Referenced drawings show 12 additonal #8 vertical rebars in valls 27-32.
'fhese-bars-have-becu omitted-in val-1-31-from c1cv--574'w0 rc-584-'=0"- .
,] GC. //CiO 7}W5 f/fNGO 20.
Q F 8cLo oISPoSITeoM F tE Lo McCoMM E No AT eon /HouTc To PRoJcCT E NGIN EE ff 3NG 21. F sE Lo ot$PoStTtoH R cSULT S: _Rcuork n - follouru nrf11 hnics for_the_raissing_. dowels.__ fill __bol.cs_w.ith_non-c.imi.nk__ _ grout (Embeco 636) and set the required bars. Lap splices and dowel embedment lengths shall be in accordance with Tabic 3 a and b on dug. C-211, Rev. 4 with the __f_ollnwing._cxcention: for embrdment._Lenath_o_f._t.h.e horizontal _dovels. Table 3a vill be used in lieu of the prescribed Tabic 3b 1.c., treating the horizontal dowels as
- 31. E NG N E E n.NG o.sro s"' "
(continued on sheet 2) 2 ' ' "c '" " a '" c o '5 5 " 'u " " " v 5'
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e.oes s White Copy - Originator QC G3 2 Canary Copy - Field E n2ine*F Pink Copy - POAE
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NONCONFORMANCE REPORT ,s - 7
. - .
0 .e A we=GjP A R T nO. g Rr V. T. PR OJECT NO. /** 25. D a5POS4 T TON CO NCUR RE NC E
/2j R E PO RJ E D a T lDATE
_ Spec. M-201 ; 14 7220 U ._roray 72/30/71;
""" " ' * "
l " ~ j "'" " "" 3 eT EM DESCRIPT90N , S. ST E M LOC ATION I 3. V ALID AT ED av I DATE
,,
Ihbricated Pipo Spoolo 0C Hold Area .F('-
? - ;1 !. . /j /2 -P h
- 4. SE R f AL NUMBE R 9. 57 A R T UP S Y STE M NO. 15. R E PL A C E M E NT P A RT NO. Peose c, e es to e s..sme e n o.se Loading Sheets $855 tA 5856 N/A N/A l' R E V. , , , , , , , , , , , , , , , , ,,,,
5 PURCH ASE ORDE R NO. IG. QC FIELD 8NSPECT SON PLAN NO. 9 6. RE PL A C E M E N T SE RI A L NO. _12_20-M-10;A 1 M-101A-R-1 Rev. O __ N/A - > = " - - - - " - --- G. CONTR ACTOR / LOC ATION g g. ASME h TES S T. SOURC E
~ '~ ~'" " " " ""
ITT Crinell/Kornerov111e, N.C. , ' , , .'OO Vendor s o. RouTeNG INST R UCTIONSs Q ROUTE TO FtELD ENGtNEE RtNG ROUTE T O M ATE RI AL SUPE RVISOR e e. NONCONFORMING COND4703Ns
- 1. Radiographic Film and verification recordo which are required to be inopected at tice of receiving _are not availad
- 2. Spool marked OHCC-12-S6114-7-1 on the code stamp in listed no OHCC-S6114-7-1 on loadin;t choot 5856 nnd marked OHCC-15-S611-7-1 in ink on the pipe. Isometric drawing M-6114 cheet 7 chovs OHCC-12 cerico pipe to be 12" p 4
while OHCO-15 sories pipe in 10" p pipe. Subject pipo is 12" p. Continued.
- 20. O FIELD DISPOS 4 TION OP'E'o "E co== EaoaT'oataouT E To PaosECT E ac'"E Ea'ao 2 * * *E'o o'5Pos'T 'oa aE5u'T5' 2 2. ENGIN E f , .N G DISPOstif 0N 2 3. E NGtNE E R9NG OeSPOSITION RESULTSs e
- 24. SS DESIGN CH ANGE SWEQU454ED ^ ' '
O NO o..... O vEs. sEm ATT ACHED. .. .... ... ... e... OR A WING REV. DCN a vme.sa.e.m.peesem ,,,, SPEC. R E V. A D O. ,, icose t WMt. Copy - Originato, O G s s-a Canasy Copy - F e.id Epeln r N Pink Copy - POAE N.
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QUA!.lTY ASSURAb,1CE DISCRI.PANCY REPORT a cAo ice a.No. (OA DAILY LOG SUPPLNAEN1) JOB NO. 7220 4 I5 SUE DAIE _.= 1 Pf f.OJt C 1/ Di P T.!";~ L t.L it 8/21/7L 2 l'Otf4T of ORIGIN . rlELD 5 oAO PREFAT.EC Dy fiddland , J220 QC Files i C OUICE R, E, g3yo G DAILY log D ATE 7 Cli:CKLisiITEM 8 '.*.'H E R E F OUN O 9 015 CUSSED WLT H 0/71/7h n/A QC 3)ocuments
,
J. P. o~. ~ .v'1.- , 10 CE.NTidOLLit4G OoCUMEN T.SE0TaoN, PARAGRAPH.ETC FII4 G-S, Rev. 0 11 OUOT ATION 2.1
*ic in Thisprocedureshallbeusedferca*ff the followinG inspection ent o
^
perfg=e>nration,reviewcndapprovalofinspetite[t a (r c on plans a:2dn;
.
ac ivk procedures. c 7 9,enenuation o. inspection plans and procedures.
- vn;uation of incpection and test results.
d) Rcrerting of inspection and test results. J 1 ...qualifjcation for Q.rdi' C- t 1 activitica vi'hin the followin maj r cis ip 1. s ' a) Generell Acninistrative d) Electrical b) Civil Structural pinc and f.Ltranentation
.
c) Ilechard. cal g f Welding
.
i ~' 015CRCPAr.CY C2$CRJ TlON -- I I QC Pcrr:ornal files were reviewed and the perconnel as indicated on the attached listing vero not evidenced to have certification as required, f
.
.
l
.
*.
13 GECOMYENCEO CO.4HECTavE ACTION
- Imple:aent this procedure. FIP G-8, Rev. O for certifying necessa.ry QC personnel as required b - -
1 4 scar 07 r D Cr,Y.PLETiofJ OhT E ~ IS RESFONSIRILITY F of f connEOrlVE ACT!CN I 10,21/74 J. P. Cennolly
-
~~
1G CORHECTiVE AOTioN TAKEN
'; ^ 411 the qC parsonnel listed. with the c::ceptic 1 of C faaract.nel have been certi riad. C . C . '.." l ' i ~~ 4" '" ~ pc:;itica
.
C. Willi as end 'C i.'eli:.ns as ';.C Craini: Cvordu m or coce not ranuiva cartif w 4am
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.Page 2 of 2 As of Augtist 21, 1974 Certification Certification QCE Available Hot Available Connolly
'
G.A. III Tice Mech. II Willians X Horay G.A. II Aldridge X
'
Albert Civil II l Crowe Pending l Carpenter Civil I Fitzgerald Civil I Kapla Civil I Shively Civil I Gillie Civil I l Uhouse Civil I ! f\s ') Hendry Johnson Pending Pending Boothe . Pending Price Pending Boulden X Gibson X Hendrick X ) Domcchke X l Tucker X 1
-
Driver X Anderson X 3reland X Lussier ' X 1 { Thoupson Elec. II l Foster Civil I Foeter Piping II - Mnnning Pending Harris G.A. II Miller G.A. I Boleen X ( ') Plant G.A. II
'x > '
C:sith Pending
- _______ .
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d# l A'. .fv W// Attachment A GAOC I I - l'.)
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OAD loEu r rm.
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044 3 QUALITY ASSURANCE D!SCREPANCY REPORT 4. tsSua DATE
; 12/09/74
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- 1. FROJECT/ DEPT./CONTRAMOR 2. P5NY OF ORIGIN
@ FIELD 5. QA0 PREPARED BY:
Construction O OFFICE W. J. Dy G. 7/ORK FLATJ DATE 7. CHECKLIST ITEM 8. V.'H E R E F O UND 9. DISCUSSED '.'ilTH g Document Control Dob Muladore Stick Drnwines icnv I.uc o
- 10. COfJTROLLING DOCUMENT. SICTION, PARAGR APH, ETC.
SF/ PSP #4, Rev. 1 I'LM C-2, ' Rev. 3
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- 11. QUOTATION e
PSP #4, 4.2.2.6 Copies of approved FCR's and DCN's shall be distributed' per section 3.1 and 3.2 as appropriate. PSP #4, 3.2.2.2 Prints of new engineering dwgs. and revisions shall be distributed in accordance with draving distribution list. _ ^ 12. D!SCREPANCY DESCRIPTIOtJ Distribution of the following DCS's and FCR's has not been cc=pleted in accordance
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with the distribution list. - Dwg. # C-428, Rev. 1 y,g DCN #3
.This distribution problem "
# C 282 Rev. 3 /(g: " #3 was previously identified on " "
# C 195, Rev. 1 ,[ #1 QADR 014 ' and by QA Mana;;ecent " # C 326, Rev. 1 /j FCR 226 on 1/29/74, OAF 1 & 16. " # C 280, Rev. 1 ' f r' " 189
- 13. RECOMMENDED CORRECTIVE ACTION Review all DCN's and FCR's and assure that they are' included and recorded with !
-i l controlled drawings in a timely manner to prevent use of outdated docunents by ficly l
- 14. SCHEDULED COMPLETION 15. HESPONSl31LITY FOR CORRECTIVE ACT!ON ' " ' ~ '
DATE 12/30/74
;G. CORRECTIVE ACTION TAKEN F. . E. Felton fl b See Attachcd Shact
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- 17. DATE CO.'.*PLETED 18. SUS.'itTTED E RySPONSIBLE AUTHORiiY. '
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- 19. CORRECTIVE A,CTION VEiUFIED Q.Y OAE j0.D.gif ,,,
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Quality Assurance Discrepancy Report ' x,/ No. 044 Page 2
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DCN #3 for Drawing C-428, Rev. 1 DCN #3 for Drawing C-282, Rev. 3 These DCN's vere received 11/26/74. All of the outside areas vere distributed by 12/03/74. The inside areas vere advised of the receipt of these DCN's by a routed copy and a copy being placed on the review table. The inside areas were distributed 12/10/74. *
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DCN #1 for Drawing C-195, Rev.1 is not outstanding. The DCN is incorporated in Rev. 1. 2 - , FCR C-189 for Drauing C-280, Rev. 1 is not outstanding. The FCR is
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incorporated in DCN #3 which is on the Drawing C-280, Rev. 1. FCR C-226 for Drawing C-362, Rev.1 is an advance copy which are not distributed. Distribution will be made upon receipt of original FCR.
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The night shift for Document Control was cut on November 15th which affected ('
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'} the efficiency of Document Control in the timely distribution. On December 2, however, the night shif t was reestablished. Furthermore, all personnel have been reinstructed in the necessity that FCR's and DCN's must be distributed in a tizely manner.
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) Attachment 1. allo I: - 10 '
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- 3. GAD iDENT. NO.
.I OL5 QUAIlTY ASSURANCE DISCREPANCY REPORT 4. ISSUE DATE
[ 12/10/74
- 1. PROJECT / DEPT./CONTR ACTOR 2. POINT OF ORIGirJ v FIEL
- 5. GAD PREMEDM 07220 -
Stidiand 15 2 OFFICE W. J Ec? G. WOl1K PLAfJ DATE 7. CHECKLIST ITER.1 8. WHERE FOUND 0. DISCUSSED '.*itTH Fran: Etheridge li/A !!/A Rod Roon D. W. %elden
- 10. CONTROLLING DOCUMEf T, SECTION, PARAGR APH, ETC.
DQCM-ASE III; UD!C-1, Rev. , Paragrcph. 0.6.2
- 11. OUOTATION The SFUE is respor.aible for advisine craf t supervisors of the correct filler tr:aterials to be used for cach veld through the use of the '~t-5 and UR-6 forms.
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( ) 12. DISCREPANCY DESCRIPTION During a review of the UR-6 fores in the rod control room, two (2) WA-6 ferns werc __ noted to have been used without identifying the wcld by veld nut.ber. Ucid was on
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FSK-2R1, Q#231-183. Rod issued to Bade.e #'s 1-17 and I-19 and si; ned by
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R. Beccevin. 1.'3-6'. isseed on 12/10/74. __
- 13. RECOMMENDED CORRECTIVE ACTION
- 1. Review h2-6's for past tuo (2) nonths for conpl.cteness.
- 2. Identify welds where material *:an used.
1 str *r- incernne nornnnnn1 in nreper us e o f f e. r- s .
- 4. SFUE, rev,iew 1m-5 and ta-6,'s prior to issue of material.
- 14. SCliEDULCD CO!.*PLETION 15. RESPONSIBILITY FOR CORRECTIVE ACTION DATE 1.'/30/74 !; . E. Fe,lten
- 16. CORitCCTIVE ACTION TAKEN See Attached Sheet
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- A
- 17. DATE COMPLETED 19 F. U. s . .'. ! ,6
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,.f.i *!'l TI:l}BY
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32Si'ONS13LE
' AUTGORITY:- ey'l
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/ / . '{/ .*/ / $ __
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/ e 22. DATE 19./COltitECTIVE p- ACTION VClilFIED
, '. BY . -CAI. ) - . .
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SUBJECT:
Quality Asnurance, Discrepancy Report #45 ' Dated 12/10/74
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The proper utilization of forms UR-5 and UR-6 have been cr.crcised in the issuance and control of the veld filler material ref erenced in this report. The identity of the weld has been established by location utilizing drawing FSK-201 with the QC inspect' ion plan Q-231-188. ANS Dl.1 allows that velds
- of this nature can be properly identified by means of drauinga as used here.
The WFMC and WD-1 Specifications for filler metal control have been satisfied 1 through the normal use of our issuing procedure. Namely, subject rod cannot ~ be issued by the rod control attendant until the UR-6 form has been completed and signed by the SFWE certifying proper procedure. In this case L. Anthony was delegated this responsibility for this particular work. And, he also
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( ) checked the qualification status of each velder to assure they were qualified for the position and procedure. Both actions were in fact accomplished prior to issuance of the rod by the rod control attendant as is evidenced by signatures in the appropriate blanks, (line 6 & 8 respectively). Since further documentation is not required for structural steel welding, the control of the rod by the WR-6 completes the quality requirements.
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- 3. GAD IDE?J T.140.
l, 046 % OUAllTY ASSUilANCE D:3CREPANCY REPORT 4. Is3UE DATE 12/10/7!. [ ' i 1. PROJECT / DEPT./COiJTR ACIOR 2. POlf!T OF OHIGitJ
.G FIELD 5. GAD FREFARED BY:
Midland - 7220 OFFICE R. E. Sevo
- 6. V!ORK PLArJ DATE 7. CifECKLIST ITEM 0. V/HERE FOUf4D D.D{Ug{{.'.;!Tg 12/10/74 N/A U.S. Testing /Q.C. Records K. Radetacher
- 10. CO'JTROLLif4G DOCUMENT. SECTIOfJ, PARAGRAPH, ETC.
Spec. 7220-C-208, Rev. 3, Paragraph 7.3.1 e
- 11. QUOTATIOtJ
. . .ench test will not represent more than 250 tons of aggregate size delivered. . . .
If an aggregate sar.ple fails to meet these requirements two additional tests will be performad.... If either of the two additional tests fail, the contracter will either reject the material or evaluate it to assess its acceptability. k 12. DISCREPANCY DESCRIPTION Contrary to the above, inecming aggrega:e records for the period of June through September 1974 were revieued uith thesa results; of the 20 days reviewed, 93 tests ! vere taken of which 61 failed. Evidence is not available as to additional tests trke for each failure, also evidence of rejection or evaluation for acceptability is no: l availabic. Frequency of tests not assured due to improper log entries. It shculd be noted' that belt sa'r.ples during this period indicated material to be acceptable, which is the final point of acceptance.
- 13. RECOi~. MENDED CORRECTIVE ACTION
- 1. Direct the testing lab in proper maintenance of testing frequency log.
- 2. /.ssess acceptability of aggregate during this period.
- 3. Provide ::.thod of assuring compliance uith this requirement.
- 14. SCHEDULED COMPLETlON 15. RESPOfJSIBILITY FOR CORRECTIVE ACTION DATE 12/20/74 1., 3. J. P. Co molly 2., 3. E. E. Felton
- 16. CORRECTIVE ACTION TAKEN D
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'T DATE COMPLETED ' C. GUGM;TTED BY RE3rON3;BLE AUTHORITY
- 19. CCRRECTIVE ACTICfc VERIFIED SY OAE 20. D AT E AAO-86 9/17/74 . -
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.M CN t-Bechtel Power Corporation-i q). Inter. office Memerandum R. L. Castleberry Ta E. E. Felton U*
December 3, 1974 Subject Management Corrective Action From
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Report, MCAR-1, No. 9 W. F. Holub Midland Plant Units 1 & 2 01 Project Quality Assurance cephs to Sec Distribution ' ' u Ann Arbor
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$s'definedintheNuclearQualityAssuranceManual(SectionFive,No.
of the attached MCAR. para. 4.3) you are being identified as the action addressee in the
'_ The action addressee is respensible for determining the cause preclude and formulating the action necessary to remedy the condition and to recurrence.
Due to the fact that an extensive evaluatien needs to be made to determ possible dacago frce the fire as referenced in the attached MCAR, the forth-coming action and analysis has been determined to be reportabic under the guidelines established under 10CFR50 para. 50.55(e) . The report on possible [a s D) December 6,1974.for formal transmittal to the client. safety Please let us know if we can be of assistance in theThis report resolution of this responsibility. d4.\%b W. F. Holub I:bd Attachment
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.c Copy Distribution: ,
P. A. Martinez W. E. Ferriss Z. G. Tucker J. P. Connolly G. L. Richardson D. R. Johnson q!));pqb;. eh, m p7 - "g . K. A. Lawes E. A. Rumbaugh C. Duhl
, h,j Q 'Q.
0EC 51974 QJ
;;
jl R. C. Sot:scrfeld BECHTEL POWER CORP. i
,/G", 7220 j .(MFH-ll-74-215 .
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QUALITY ASSUR ANCE PROGRAF.i - , , MANAGEMENT CORRECTIVE ACTION REPORT
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MCAR.1 R EPORT NO..__. 9 N O. . 7220
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Q NO. D ATE . ._11--2 6:7_4_ _ . _ 7
- DESCRIPTION (including references):
Liner plate . coating and liner plates (Q-listed specifications C-110 & C-111) were dama~ged as a result of ignited insulating blankets during welding in Containnent #2. The Quality Assurance Report (k"r1 11-74-05) of this damage is attached.
*RECCMMENDED ACTION (Optiona..
- 1. Project Engineering Determine significance, evaluate safety implications, if any, and establish or approve repair procedures. Evaluate and/or respond to the client coc=ents which are attached.
- 2. Construction Provide necessary protection and personnel instruction to prevent recurrence.
REFERRED TO X ENGINEERING
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X CONSTRUCTION QA MANAGEMENT
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ISSUED BY_h. _ ._0 . C _ _Date . *eTo k ' Protect GA Engineer 3 11 REPORTABLEOlSCREPANCY
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v FIFO LIENT11f1-74,r_ef. DCBG-487 ..
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P,oject Manager ~ i ate til CAiUSE
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CORRECTIVE ACTION TAKEN AUTHORIZED BY Dar e [
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DCUTaoN:
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L ~erwe t.on u. . ., FORMAL REPORT TO CLIENT t er ..,..
% . t . u . . ,, fit section la Applies) Date
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,, y, C:m e F .,aq ac t n,,,,,, CORRECTIVE ACTION IMPLEMENTED
(* Pe0 Cut.m cYd,"*****' ent insp. Ug,. ' VERIFIED.B Y_ _ _.'. 5 .~ i~<,. o ...o.a % e_ocu__nen1. erow' " r^"--
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File _ 16.3.4 __
, Incue Dette _l!ovember 26, 1974 _
CSKeeley SIE0"C11
- Project !!idland 1 & 2
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CQHills UEKessler (2). ,
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- 7?Slager IIFHolub C:=m T7-X File Title !!CR's on Bechtel
( , GL ichardson Const ruc tion O' e g t,P Nonconfor.ance no _QF-32 j 'inis tionconfor: nance Report is Issusa to: . Prepared By [ w# Date 2 1 f /
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Fir. E. E. Felton
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Repewed B - ,
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Date M7 Bechtel Power Corporation
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, Wrltten ... ly Requir By Dat'2 r i Action Required, 3y Date 12-2(
who is responsible for correction action. Ironconfor--"ce Description end Supporting Details: .
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Specifica' tion C-lll, Rev. 5 references IEIC-1 for control of ueld filler material. hTMC-1, P,ev. O states in Section 4.3.4 that, "During use, portable rod warmers shall be continuously heated except during transit time." contrary to the above statement, portable rod warmer 137 was observed unplugged near a welder performing vorh in the orange peel jig area on November 26, 1974 at approximately 9:00 A.M. The portable warmer was plugged in.1= mediately after identification of the nonconforr.ance. .
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AEC Reportable Yes C Ho x ' See Procedure 9 .' Reporting of Deficiencies to AEC AEC Hotified on By Method (~'T Recc== ended Corrective Actica (If Appropriate): '
.V Because immediate corrective action was taken at the work location, ..
it is only necessary to take action to preclude recurrence in this case. Cognizant personnel, including craf t personnel, should be advised o,f need to plug portable varmers in upon arriving at the work. location.
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Corrective Action To Be Teken:
- 1) Field Engineering Welding Depart =ent personnel routinely survey the area twice a day. -
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- 2) . All cognizant personnel have been instructed on the i=portance of keeping the rod warmers plugged in.
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*. ~ Underlying Cause of Nonconfo.e-' :: ..
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. The operator forgot to assure his cod warmer was plugged in.
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(Corrective Action I=ple=ented and Nonconfor ' ce Closed) Confir=.ed By MM
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3I15/74 ' ~
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Hout.c To TTJiiii Cemy Tor I - File . R.$.L3
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- Insue Date 11/27/74 SHHoWell ' Project Midland CQHills ,
UEKess1cr (2).
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Huslager UFHolub CP*:Z m PE.7 File Title NCR's on Bechtel
,~ File Quality Assurance (j . Honconfomance Ho QF-34 , ,
This Honconfomance Report is Issued to: Prepared ByCM[4c/L r, Date ///.26 Revicued B h /K $ ss, Date lfb7b Mr. G. L. Richardson. . f
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Bechtel Lead Field Quality Assurance Engineer- Written Reply Required By Dat42/lb/'
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Action Required By Date 12/24/:
- who is respon'sible for co'rr'ection action. ~ ~
- nonconfornance Description and Supporting Details: .
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Quality Assurance Department Procedure No. 4, Section III of the , Quality Assurance Department Manual requires that each 0uality Assurance Engineer on the project record his daily auditing, monitoring, and review activities ' on a Daily Log Shee*: A review of the Wo'r k Plans for the veck of 11/15/74 had .- a signoff by W. J. lay as monitoring spray piping on 11/11/74; however, his Daily Log Sheet for that day made no mention of it in violation of the subject procedure. .. ,
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AEC Reportable Yes O No x See P ocedure 9 - Reporting of D5ficiencies to AEC AEC Notified en By Methed .
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Reco mended Corrective Action (If Appropriate):
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- 1. Reinstruct personnel in the requirements for Daily Log Sheets. ,
- 2. " Review the subject QAE's logs and'vork plans for the month of ?-
November to see that they agree.
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1 Corrective Action To Be Taken: - - 1
- 1. Both site QAE's were reinstructed to see that the' entry dates in the ,
" daily logs coincide with the work plans. - -
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- 2. The entries for all site-QAE's for November 1974' vere checked with no
further inconsistencies found.
- 3. The LFQAE has cocsitted to personally cross-c' heck daily logs with the 1
work plan until 1/1/75 at which time the two forms vill be combined.
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Underlyins Cause of Nancenfor- "ce:
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Surveillance was actually conducted on 11/8/74 and the wrong date was entered on the work plan-hu=an error. ,
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. lasue Date 12/2//4 ~
CSKeclcy 'Sinknroll , Project nut.,na 1 t 9 CQllills 17EKessler (2)- HWSlager UFilolu C;;i:0:.,T, ry Pry File Title 1:CR's on Bachtel
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l File i CLRichardson lionconformance No 0F-35 4 This Ilonconformance Report is Issued to: Prepared By N[,)kh/ Date/g , E. E. Felton, Bechtel Project Superintendent Reviewed. ,B e-- /Date _
. Written Reply Requir By D.ab2/,1j ,
J. P. Connolly, Bechtel PFQCE
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A5 tion Required By e 12/1., ,, who is responsible for correction action.
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Nonconformance Description and Supporting Details: , ,. ,
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. On 11/12/74 Bechtel QC 'was notified that an unwrapped cadweld sleeve had beer found in the north cadweld material storage' trailer. Several days'later the .
trailers were locked and we were assur'ed that the sleeve had been wrapped or rejected and the tra'ilers had been cleaned up. We did not personally check the, trailers because they were' locked. , .
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On 12/2/74 the same cadweld sleeve vas found unwrapped, and did not appear to' have been moved. '
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AEC Reportable Yes C No @ See Procedure 9 - Reporting of Deficiencies to AE . AEC Notified on- By Method-
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Reco==enitedCorrectiveAction(IfAppropriate): -
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y 1. Retrain QC Engineers in surveillance of endweld"spl' ice kit storage as (Q 2. required in SF/ PSP #6. .
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Retrain Field Engineers and Superintendents in. proper storage procedures as required'in SPPC-3. ,
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- 3. . Recondition'and repackage as necessary or. reject any loose material in 1 the storage trailers to meet the requirements of SPPC-3 and SF/ PSP #6.
Corrective Action To Be Taken:
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- 1. A QC training session on proper cadweld storage and storage maintenance was held on December 4, 1974.
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- 2. Field engineers and superintendents have been reinstructed'in the proper
, procedure for storage of cadweld splice hits.
- 3. The. storage trailers have been cleared of nonconforming .aterial. .
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- Underlying Cause of Noncenfor m ee: -
'- The underlying cause of this nonconfor=ance uns a lack of attention to storage maintenance of this caterial by both field supervision and Quality Control.
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j,g g y (Corrective Action I=ple=ented and Nonconfor=a.nce Closed) Confirned By
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J.*ff,o To . This Copy For File 16.3 f
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Iasue Date Dec mber 5,1974 CSK =lcy SIDiow^;11 1 'A -
. Project Midlend
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CQIlills . 'WEKessler (2). \ r WSlager WFHolub hm F;;*t:f File Title NCR's on Bechtel
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( ) GLRichardson
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File / - Iionconfor=ance IIo QF-36 . .
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This IIonconfor=ance Report la Issued to:. Prepared By,,gg4 )fi8s Date d _
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. . J. P. Connolly,' 3echtel PFQCE Reviewed 3 [ M M - Date/'d 13Requhbd3yDY
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Wrttten E. E. Felton, Bechtel Project Superintendent -
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Action Required 5 ate l'/2/7 who is resconsible for correction action. - -
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Ilanconfor-="ce Description and Supporting Details: On December 4,1974 the rebar spacing for unit #2 containment wall pour CC(652.75)a' was checked by CPCo.-QA. That check revealed the following. _
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(See 'Attacb:iient A)
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AEC ' Repc ~ i table # Yes lio [ See Procedure 9 - Re.n.orting of De iciencies to AE:
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AEC Notified on By Method
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(~ x Reco== ended Corrective Action (If Appropriate): (,,/ 1. Correct the rebar spacing or provide adequate rational to use as is.
.- .2. Reinstruct personnel in proper spacing of bars.
/ 3.- Provide instruction to , inspection personnel as to what course of act' ion t
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follow. if apparent discrepancies are found. -
- 4. Provide assurance that the same situation does not exist in past Q-List
. pours,, or, if it does, why the structural' integrating has not been C
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Corrective E N on Yd $E b e3: Pours.
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Attachment A to QF-36 December 5,1974 / () [' N.,
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Rebar spacing for #11 bars was called out on the drawings as8". Varia tion ainspacing spacingofper specification 6 2,/3 C-231 can be up to 1/6 of the spacing which would a to 9 1/3 inches.
. Contrary to this, spacings of 4 1/2 to 13 inches were found between inches near the personnel lock. 35 & 700, 6 to 11 inches between 0 & 350 and 11 to 15 Variations were also found in the spacing of other size bars. Smaller varf atio off with no note of irregular rebar spacing.The preplacement inspec
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- Icsun Date _Dec+mber 11.1974 pg.j
- Sl%g r .
SHHowe'll , WEK;alcr.(2)
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WFHolub - gg g t] illa
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File Title NCR's on Bechtel Ouality
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File
- Control Honconfor=ance No 0F-37 .
?' his J Ronconformance Report is Issued to:
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Prepared ByL, ,,A) f9bDate I.bil 'Ph MP.#f.P$Connolfy } ' , . ', , " _. . . Reviewed By
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dd :r Date /MM Btchtel Project Pield Quality Contfgl. Engineer -
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Written Re/p3;y Requir/a/ e By Date 12-20-74
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Action Required By Date -
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1-10-75__ who is responsible for correcticn action. . -
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lienconfor~""ce Description and Supporting DetnN: Specification C-'208 Rev. 3
~cccti,o.n 7./3.2, states. '.' Cylinders shall be made,, cured, and teste'd .in accordance with ASTM'C-31,
. irli C-39.0 ASTM .C-31(sectica 7.2 sta'tes. for, i.nitial curing, store. dll ~ test speci= ens > under .
,, conditions that maintain.'t,he, temperature. i= mediately adjacent to t.he specimens in the range of 60 to EID tF. From.;a rtview~of U.S. Testings concret.e,cyl'inders log: -(1).35 sets.cf cyli,nders had initial: curing temperatures ~out of .the 60 to 60 F range". 'the' range. of th'ese were 'from-
'.340 to 99 .: '.(2): 22 sets' of ~c'yl.inderb had no initial curing, tempera.tures'. listed.. . ASTM,C-31 cection 7 3 states " Remove . test ' specimens made for / checking the adequaty" of the ~1aboratory .
(mix,tu.re propotations 'foi'.s'trength, or p . th'e basis for: ac'ceptance, 'from' the mo.lds at the 'end
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D? ' 20 + 4 h and "st'ored 10 a molsticondition~ ht 73.4' + 3 F -(23 + 1.7C)' until the ' moment of *- tu t . "7 Fro 6 a' review'6f U.S. Testing's. concrete cylinders logT . (3) 21' sets. of cyl'inders v.erc ~
- AEC Reportable . Yes O no dl see Procedure 9 - Resortins of reficiencies to Arc -(Continued on pag By Method
. EC Notified on- .
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[70== ended Corrective Action (If Appropriate): (1) Eval'uate the cylinder.acce*ptability , Clthe cylinder ~ b,reak .resul.ts '.accep,tability for, the above cylidders. (2) Take corrective' act'fon to *pieclude . these occurrences. .
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). (Continued from page 1 of 2, NCR QF-37) Page 2 of 2 not stripped within the 20 + 4 hrs. The range was 15 hrs. 36 minutes to 46 hrs. 10 minutes. (4) 13 sets of cylinders had no elapsed time between casting and stripping. From a review of U.S. Testing's Curing Tanks Temperature Log for November, 1974: -(5) 33 temperatures were below the 70.4 minimum.
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, ---- u u c _ TJecm o mc71, 1974 R S7c:micy SNHowdll -
Project Midland 1 & 2 Q
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- WFHolub . h- ; [t;;T
- File Title UCR'c on Bechtel Quality
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GLRichardcon .'
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- File *- __
Control Honconfomance. No 0F-38 , s Konconformance Report is Issued to:
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Prepared BhbOA C.%ADatell-II-W
.fr.J,P:*Connolly-
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B:chtel"Ptoject Ficid. Quality Contr61 Engineer.
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Reviewed'Ep' .~:';N-M Date /5d/7)
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Writted Reply Requit ed By Date 12-20-74
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Action Required By Date - - 1-10-75
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who is responsible foi correction action. -
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Nonconfor-ce Description and Supporting Detcib: Speci.fication C-208 Rev. 3.section.7. ~ staccs ."Thd Batch Plant. Inspector shall obtain . samples and condu'ct the f611owing tests during his chif t/. Reports o'f' these t' sts. e sha'11' be ' ubmittedi s to the Con' trac.tior'. 7.3.1 stat,es Two - cind sa:;ples.(at two sspathta times) and one. coarse aggregate saople from each nominal si,ze gr6up, for gra'datiori dhall be takeri.- .If .an 'aggre' gate pahple fdils 'to ' meet. gradati.on requf.re-- Im*; 10:;nte; two a,dditional sampleslshdll be .taken. R.e' viewing , the' Batch' Plant' Inspe*ctor Daily ' - ports .in the.QC Tile for, sa'nd .(17 The second tes.t was.not four.d for. 4-24-74.-(2),No , . ..
.gradatiorr tedts . vere f,'o.un,d . for 10 74;. pour number CC(59J.5)a.. .(3)1To gradati6n tests' f s. ~
'v;ro found. ..tor ~ 10-29-74,, podr. number Y(632)e. - (4) The :secqnd test;. was not found 'for 11-18-7,4.
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AEC Reporta'ble Yes ] ' No @ , See Procedure 3 - Reporting of Deficiencies to AEC AEC Notified on. By-
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V.ethod '
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Rece:nended Correctite Action (If Appropriate): (1) Lccate the. missirig'. tests dnd place fhem 1.n.the file. ,(2) .If the. missing, tests were not made, evaltiate the acceptability of the .
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et'e.plaEed'thpt'daye -(3),Take corr,cetive ac' tion to preclude.further o.ccurrences. - , . ,
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halcy SHHowall . ' Froject Midland 1 & 2
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QHil,la UFHol'ub- h55 ff"i - File Title NCR's on Bechtel Quality GLRichardcon
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Control File e, - Honconformance No _OF-39 c Ronconfor=cnce Report is Issued to:
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Prepared Eyhfif%s.Datell-13. ~% Mr' '. i. F..ConnolEy 8
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Reviewed'By#k [ M b Date S dc/N B:chtel'.1 . . , - f oject Field Quali. .. ..ty Control l Engineer
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, Writ. ten Reply.Requiqed By Date 12-20-74
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Action. Required By Date - 1410-75
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who is resp:nsible for correction cetion. -
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Honctnfor=nnce Description and Supporting Details: From a review of the Batch .Flant Inspe
. dggre.c. gate'.h'as tors' Daily test CC Report'..in, '_77, thisthe QC file for .3/4." and .1h";aggrega'te:. (l') For 3-1-74, 3/4"'
should'bd,C-77
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.pumber,. test'CC-80.is wr'dh
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(2)..For. 3 :1--7h ih".a'ggregate has no . log.
.C- 119, 'this 'should be' CC'1'gi, I9. it should be. C-:8.0 (,3) For 4--19-74,.1,b" aggregate has retes,t '
(4) Fo'r 7.-5-74.shows pour:No. X(592.25)a', . this should be . .
' A(582. 25)a' !* (5) For. 8-22-74'i .1 " aggregat'e has..first bin test. missing . (6) For.10-18-73, -
.Ynd 10-19-71,...lh" .has the ipab'e . log nkmber fo'r retests'C,C-31, but' th.e tes't; result;s .are .-
' diff crent . '(7) Log . numbers. were missing ~on reports for .10-22--73,.10225-73, 8-28-74 .& '/..
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AEC Reportab'e , Yes O No B. see Procedure 9 - Resortins of Deficiencies to AzC
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. Notified on- By Method ~
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- Rece: mended Corrective Action (If Appropriate): (1) Correc't the reports. . ,(2.) Review
. the ent ire aggrega,te . daily reports for correctness and make corfections if necessary. .
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,/' Take..coirectigre 'ac. tion to, preclu'de these occMrences.
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. Route To- This Copy For pile 16.3.4
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- Issue Date Decmoer 19, 1974
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CSKen,loy SHHowall h whjl
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Project Midland 1 & 2 .
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CQHills WEKessler (2) G WFHolub C:20sil!3r3 FnW Tile Title NCR's on Bechtel ' O'Slager GLRichardson pile Nonconfomance No np_an Construction ! i This Nonconfomance Report is Issued to: Prepared By/,7bN Date a-ro I B ch el ow r rporation ' Reviewed'ByhMMM/ DateMM P.O. Box 2167 plyRequirkByDate1-3-7 Midland, MI 48640 Written 4 Action Required By Date; 1-16-7 ! who is responsible for correction action. i ! Nonconformance Description and Supporting Details: Criterion VIII bf 10CFR50, i
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Appendix B, " Identification and Control of Materials, Parts, and Components, l requires that traceability be maintained for materials, parts, and coniponents by l 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. l Contrary to.the above' commitment, it was observed ~that several pieces of ' reusable liner plate scrap located at the northeast corner of the jig building did , not have heat and slab numbers transferred to them from the parent liner plate material.
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AEC Reportable Yes No X See Procedure 9 - Reporting of De'ficiencies to AEC AEC Notified on By Method , RecommendedCorrectiveAction'(IfAppropriate): i
- 1. Provide required, trac.eability on all pieces of reusable liner plate '
scrap.
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- 2. If the unstamped material is'nonusable scrap, provide for segrega ed f storage as requested in letter 75FQAE74 dated July 11, 1974 from j J. L. Corley to E. E. Felton, or dispose of the material as has been ;
y stated in letter BCCC 471. *- l Corrective Action To Be Taken: l
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I i .- Underlying Cause of Nonconformance:
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(Corrective Action Implemented and Nonconfomance Closed) Confined By - Date ,- l O . l
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3/15/74 Attachment 8-1 - . . - - - - - - - - - . - . . - , . - . . - . - . . ,-- - . _ ..
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.~ . '* o NONCONFORMANCE REPORT l OteCMD /O -3/-9 "^"*' ' " * ' ' " *
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. D; Aw N 2iPART N 2 1. P R O, C, 3 2-05
. R2 v. C T N O. . a. R EPO 7,TEo o v 'DATE as. u.srOz. TION Cu NCu R RaNCE Spec. 7220-C-232 !h 7220 [j[///M !10/21/7L ' ' *" ' ' ' M " ' ' ""
- 3. ITCM DESCRIPTION E. IT EM LOC ATIO N 9 3. V A LID D fI DATE k ~ ~f ~ y Waterstop Splices Aux. Bldg. & Containments 1 & PlA &l/ ~Y C. k ERI A L NUMBE R 9. ST A R TUP S YSTEM NO. t$.hEPLA d
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'NT PA R T ' O. 3 ao
[t M&s/) [s'Lo r=Umean //-/ddease N,A N;A 1
; 7 &.,1&c)#sTLYLY lREV. o < . , . . . .
% (0 -2.4 iD. PU R C H A S E O R D E R N O. ...,
8 0. OC r 8E LD INSPECTION PLAN NO. 16. R EPLAC EMENT $E R f A L NO. .M //~/af N/A C-231-2-339 &18.ASME C-231-2-356 NIA **" O. CONTR AC TO R/ LOC ATION C vES 9r. SOURCE I' " "' '" " * Cf " CODE " " ' " * " " " "*" __JJ/A .rEu (3 NO C_onst_ruc_tio.n t e. ROUTING INSTRUCTIONS: __ Q ROUTE TO rtELO ENGSNEERING O aou'E 'o Marca'*L SUPERVISOR
... N rNCO N rO R u NG CO NoiriON' Section 3.$ of Spec. 7220-C-232 Rev. h states inl art that. "All joints sh;tll develop _watertir.ht-ness equa.1 to that of the continuous waterstop raaterial and shall develop not less than 50 percent of the mechanical strength of the parent section".
Contrary to the above, visual inspection of a number of waterstop jointe ..aicate that the adhesive material used in making these splices has not p_roperly .ioined_the_.splico nieeve to thn parnnt m terinl-Nonconformance noted during QC inspection. "Q" No, is 1.106 and 1.206 _(o r4 C H O L. b
- 22. O "E'o o'5'os"'on TA C-s APh. /ED Gr'E'o aEcomacaoarioneaOUTE TO PRO;ECT ENGINEERING .. r ELo o SPOs. TION REsULTs, It is field engineering's position that for waterstop installations in other than isolation joints, watertightness of the field splice is of greater importance than tensile strength of the splice. The waterstop manufacturer (W.R. Crace) has
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Mvised rhnt nnco embedded in concrete._them echanical_ lock of the rubber splicing union in sufficient to establish a watertight splice regardless of the (continued-attached?
- 22. ENGIN EE RING Di$POSITIO N 2 3. ENGIN EE RING DISPOSITION RESULTst f&$//' $ l 'AD" Ah- $/b$
Blocks 19 and 20 state that the splices, based on visual inspection, will probably not qfy eu,,2g77 pjpg affy . _ pass the tensile s_trength requirements of the specification, and for the purpose of gjy m d p u hg g g ;g. d dispositioning this NCR we shall take the above assumption as true. gqgjgg, pg,,g. First consideration is the machanical strength of the splices in construction joints pg_yp., mmy 73-during pincement, For splices partially embedded in construction ioints, the reduced M#m OddC 'C e "
- 14. 83 DESIGN CH ANGE R EQ UjFa ED NO I Osma O -" w ==
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