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Nonconformance Rept for May 1978.Rept Consists of Bechtel Nonconformance Repts,Nonconformance Rept Log & Status Book, QA Discrepancy Repts,Quality Audit Findings & Mgt Corrective Action Repts Written or Closed During Month
	ML19329F022
Person / Time
Site:	Midland
Issue date:	05/31/1978
From:	; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	;
References
	ALAB-106, NUDOCS 8006190810
	Download: ML19329F022 (376)
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k' j LOG OF NONCONFORMANCE REPORTS FXR5dOP%

PROJECT NAME 1

Midland 1 7220 a 52 JOB NO. PAGE 2 3 4 6 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED. CLOSED BY 649 12-29-76 Qwg. M- 166. S ervice Water Yard Piping spool ~

+

OHBC-15 A44 damaged by earth moving equipment. Repair 7-22-77 C. Groat 650 12-30-76 _M- 104 A. Pine spool IEBB-5-S638-14-1 delivered Heject 2-10-77 J. R. Slifer

.with_ contaminate _Inside_and_na_ desiccant-l- 6 51 12-30-76 M- 104 A. Pipe spool IGCB-2-S612s l-3 fabricated as :-"","'~'

'E '* .

TUT /2 spoot Instead of 3"~as called out by dwg. R eject 6-24-77 F. Mahala } % -

652 !?-30-76 C-38AC. Beams 640-D3H. 642-D3M have copes cut J -

p_gst the point of tangency. R ewo rk 8-22-77 J. C. Iluron . 3' p' 653 12-30-76 M-125GGm , Gate valve 18LICD-GT-2MO-1310-B-R L ,*YN has handle to manual operator broken off. Rework 4-1,8-77 654 1-4-77 C-208. One set of record cylinders' and one set of R. S. Morrow %h field cylinders taken fer IT4 c.y. concrete A(646)b' Use as is 3-3-77 D. L. Osborn

*g' 655 13-77 C-208. Cylinders being cured in tanks cured at too " "'

, _ _ low or too hich temperatures. 12/25/76-12/26T!6 , Use as is 3-22-77 B. T. Check -

4561 l' l-5-77 M _104A

o spool ._SonoL111Cn-l ends l-Sft08-2-1. shippine dantage Rmnrk 5-281-78 P. Mahala 657 4 1-7-77 M-104 A. Portion of spool OHCD-621-S614-8-1 is pipe dBJLQ_}lC_Gu R ewo rk 658 1-1.1-77 M _326Jianger IR 111BC 131-H9__ welded in allow R ework 2-9-77 P. W. R atte r movement in wrong direction 659 l-11-77 M- 104 A Spool numbers interchanced on spools

~liiHG3dT 55153 2 L 3-3. Doc.

660 1-11-77 4-28-77 F.. Mahala C-231. Concrete curing temperature fell below 50"F Telcr. 1-1571 D. L. Osborn I?our # C(632. 95)b' Use as is 1-28-77 1-12-77 D. L. Osborn

. 661 C-231. Con:: rete curing temperature fell to 32"F Tel-r. 3-2-77 a. E. Moye rs Eour # A(646.51c' Wall #9 Use as is 3-5-77 D. L. Osborn 662 1-12-77 C-231. Exces sive conc rete cover. Fuel Pool 5.6 line. Use as is Telex 1-17-77 H. Foote wall. north of "G" l-24-77 B. T. Cheek 663 1-13-77 C - 231_Canc r c t e_ruring._ t emp eratu re_2to pp e d b elaw_

50 , Pout #_A(6M.51e Use as is 3-3-77 R . l{. Siple 664 1-13-77 4_231. _Concr.ctc cu ring _. temperature _dr.opped belovL I!o noncon-50 F. Pour SWI(609)b' rnrmnnce .?7-77 % T. Nrk 663 1-13-77 Water _.Sto]LDanaged by Fire fronL_th2_ MIL._JldE- std Repair 3-23-77 Unlit.fl_. Cont. Ertcrior_V @ _.Elev. 61P+ G. Sande rs e 666 14-77 _M - 13 2, Docurnenttation for Valy_cs -

Doc. 3-2-7.7 R. S. Morrow

R eject gg ~1 17-(( M lD6. Dwg. 4- 6 71 (. uase Fla.tes wetde8To items 7 & 5 instead of item 5 [;30-2FCB-35-il7 Doc. 3-18-77 R. " Halverson l v ,v ,

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LOG OF NONCONFORMANCE REPORTS 4fMM' I0F4 Midland '

l'ROJECT N AM E JOB NO. 7220 N PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 668' l-17-77~ C-231. Concrete curing temperature fell to 38"F.

3-24-77 4

Pour #Cf640)a' Use as is G. Sanders 669 l-17-77 C-231. Broken and missing rebar, Aux Bldg opening Std Repair Elev. 584' 670 1-17-77 5-13-77 M. Foote C-231d11ssing dewelMldg_Elev. 576'0". 5' east No 4-15-77 M. Foote of 6.6 10' soutn of F line Montonfnmatte 671 1-17-77 C 2.11 Missing _dowcl,Jiuc_ Bldg _Eler- G7A'n"; R e , n st_ go 5-3-77 R. K. Siple nL.fi.fton_D_linc_w.all tronconformarne 672.$t 1-17-77 C-231. Droken dowel for block wall. Aux Blda Elev. Std.

599'0". 6' cast of 7d, 4' north of B!!ine i Japair 673 1-17-77 C-231. Broken dowel for block wall) Aux Bldg Elev. Std.

590'0" 7' east of 5.1. 2' south of.A line 674 1-17-77 nepair 2-28-78 S. Kirker G -23L _M* L s_sha dowel. Aux Bldg, Elev. 593'0". 10' south of F 1- e. on 5.6 line Std.

Repair 5-19-77 M. Foote 675 1-17-77 C_ 23L._ Broken _doweLint._blosk walldux_Bl.dg. Elev. Std.

676 ,FW77--- 614'0". 108 cast of 7. 4 line,_17y north of B line Dwg. E-536. Conduit 1 A010 damaged by drilling.

nep h %28-78 S. Kir}ger Aux. Bldg. slab at Elev. 599f0" Std -

677 1-20-77 Depair _

M-104 A. G-321 D not received for reducers. Mat'l not No Nmdormnce al_ lowed for on piping clacs sheets Reject 8-24-77 R. S. Morrow 678 1-20-77 M-106A. Hanger 18-IIICB-1-IIl0 fabricated to level No Noncon-

9 drawing 679 formance 2-22-77 J. R. Slifer l-24-77__ C-208. Record cylinder set for Pour C(652. 75)b' (cured below minimum requirement. Use as is 3-3-77 D.. L. osborn 680' l-24-77 qg4A.ggalpipn_apnols___5 clh 1 esLw.ith no e ok o 77 , gp 681,. 1-24-77 C-231. Fire damage to letdt wn cooler walls. Cont #2 g ra- 8-18-77 Elev. 613+ to 624 + g,w1; r D. L. Osborn 482 1-25-77 C-231. Grout not properly bonded to construction Std.

joints, 5.3 and 7.8 lines, H line to Kc line, 61480" Repair 683 p_ 1-28-77 M- 104 A. Code data sheet and NDE reports do not ~QO-M Ar9W -

correspOiiil witir Spool piece 2-HCTT 21 S613:6-2 Reject 684 1-28-77 5-12-78 J. W. Miller

_C-L11. Pits _ansLgougna_in_ liner _ plate out of tolerance a_s out; lined by_ spec. Std. R epair ,3-11-77 D. L. Osborn 685 1-28-77 CL.230 _E.lyash_ content 1.5 Tha_ aver._ allowable,__one_ load Pour SWR (598.5)a ,Use as .is 3-4-77 D. L. Osborn 686 f.-211. Backfill material delivered IZ-I-7bh 14 to 2-1-77 without required testing l Use as is 3-7-77 D. L. ' Osborn

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, U LOG OF NONCONFORMANCE REPORTL 3

PROJECT NAME Midland JOB NO.

7220 ,Ag,a H-p 3 4' 5 7

NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO.' Cl.OS D . Ct.OSED BY -

706 2-15-77 C-233 Nelson _SinILdid not have full 360 _ fillet weld $_ B. Cheek . . . - , '

and subsequently broke off when struck during_tnaling. Rework W 6- -Dr-Osbom-' @f,,.,f .

707_ 2-17-77 C-231. Rock pocket developed as a result of a piece -

of 2 x 4 in the pour. Cont. #4 Elev. 6U4r Std._Repai,,L4-7-77 G. Sanders 708 2-16-77. M-104A. Vendor dwg. Indicate s spool to be one foot Icnger than Quality Verfication Doc. 21 MIS,Sf57-40-3 Use As Is 3-24-77 B. M. Joice '

H-106. Dwg. 1-616-6-2. 11111 test Reports not tur-709 2-17-77

., nished and mat'l not stamped with a heat number. Reject 6-15-77. P. M. Pitts Atlas Letd wn G 1ers, Inc rrect tagging and Rework 710 2-17-77 QA Data package not received. ~~~ Doc, 6-10-77 J. R. Slifer 7 11 2-21-77 C-233. Belt Heads not marked w / ralat lines or symbol identifying the manufacturer. - Use as is 3-7-77 J. R. Slifer 712 2-22-77 C-231. Embedded plate for 2D-57A not in same plane as concrete wala, Unit #2, Elev. 617'8u Repair 8-30-77 P. W. Ratter

.713 2-24-77 _c-208 cy11nder_seta_curecLoutof_ spec..rango or

_60_to 800F. Ponr_SVJ16_2_0 L e Use as is 4-21-77 D. L. OsbOrn 714 2-23-77 C-230. Flyash in concrete f)or Pour A(a34. 5)e is 9"/* Peler. h-27-17 B. T. Cheek over design weight for 8 yds. Ticket #13554 Use as is h-29-77 B. T. check C~230. Gement content of H yds I pound light, Four s" 715 2-24-77 No SWl(620)a Nmcofomunct 3-14-77 B. T. Check A16 2-26-77 c-203. Concrete cylinders stripped after 24 hout-requirement Use as is 4-21-77 D. L. Osborn

~717' 2-28-77 C-Ill. Bulge in liner plate. enit #2 Repair 718 M- 10 6. IIangers fabricated to drawings without any 5-31-78_ 3110sbom 2-25-77 r pproval. 21/2 ICC B- 12-II3 Ar 21/2- IIICC-87-IJ2 U3 e_as is 8i--2-77 J. R._Slifer 719 2-28-77 .1 ne #11 rebar not in 4_Line wall. Elev. Use Asis 3-1-77 M. Foote

.720 2-28-77 C.dt3_L,__ Size _J.Ll_ Cad.wald slecun dIIEILMM Una 87 Secondary Shield Wall, has inte .rrupted deformations Revork 3-h-77 G. Sanders 721 2-28-77 Telex. 3-11 -77 D. L. Osborn-

_C-231.

40 F. Pour Concrete __ curing,_

C(683.25)a temperature

, Exterior Wa _ll p ur.drgpedUse to as belon is 4-8-77 B. T. Cheek 722 3-2-77 C-38 Jeama_have_nopes_tha t_are_ cut _ pas t_the_ point _of- Std Repair 9-20-77 tangency- P. W. Ratter

_._. ur~n* <

723 3-2-77 $7[,g gCaN, Y 3f 6 N 68 N " #

Use as is 5-6-77 D. L. osborn.

724 3-3-77 C-306. Aux Bldg, Elev. 599, Reba rs cut for Ma ke U_p--

Pump Anchors more than allowed ~ by Dwg C-143 Use as is 4-6-77 G. , ,

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LOG OF NONCONFORMANCE REPORTS -

1 1

. PROJECT NAME ' Midlnnd JOB NO. 8

?22n PAGE O 2 3 4 5

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 877. 7-27-77 M-106AC_._ Hangar _roinot nnt_lo_lerLth_and_hancer__akelch No Noncon.

did not incornorate Bechtel comments. Use as'is 9-22-77 J. R. Slifer 878 7-27-77 _E-6AC. C-V1-D nnd_Qml i ty_Ynvi cina tion._ Doc. nva Rework-Doc

_ incorrectly identi f t ad na nnn-q rne aivattit_bronkova_ 9-13-77 J. R. Slifer

.879 7-27-77. _Dws._D-h31._ JTelson_ Stud _ attached _lo_ plate _cheared

.ofLwhen_miruck_with_a luunmer. Rework 9-19-77 R. p. Abad 880 7-28-77 lhic,_c-329. B8 ties with_hi6" tails were_p1_ceL a ar_ punt mMW 3. T. &&

L11 -2 h tendon Arumpeta._inatead_of_.523" tailaucont_#2. gse As is 8-22-77 D. L. Osborn t Tier chsh umN IbCNkk 3b

882 7-29-77 M-204. Weld 24 on M-616 Sht 10 welded as Non-O list

_ weld. Rework 10-5-77 P. W. Ratter

' 883 8-1-77 C-230. Six yards of concrete with high slump, pour

~C172TV2)b' Telex. 8-3 ~7 D. L. Osborn 884 8-1-77 C 230. Concretc711 Pour (;(723 92)b' nad below mTiiimum Use as is 8-22-77 D. L. Osborn a116Fillile cement weight and flyash weight. Use AsT Telex.8-11-) 7 B.T. Cheek

~~4d5 8-1-77 Y 104A. Two different doc. packages and spools exist -

- ~8-22-77 D. L. Osborn Rework iiHh the same spool number. 21TCC 4T 5504 m 7.

886 8-1-77' WID4A. Two different doc. packages and spools exist Use_as is 5-h-78 n. Moray

~

go TiltT) the same spool number. OlfffC r 5611FI-1.

887 8-3-77 lanconformarce_8-8-77 1_lL_.Diller M-305 150 ns ntuda_wnre not mnrked with_the_manu- Reject facturers Tn nv thn n1nas_nr mettnvini - 8-11-77 D. A. Delaney 888 8-14-77 M_ tam- Maior_ operators _do_not_.have terminal etrip_s_,- '

n-A -

869 8-8-77 6[. ""H"aYioYraks"Nobil"aN for CCW Surge Tanks, Joe R ewo rl<

Radwaste Gis Surge Tank, Hadwaste Uas Decay lants. Use as is 12-29-77 T. Christ offe rson 890 T-B 77 JH123C. Radiographs not availabe on the jobsite for ~-- ~~--

10 valves. p p .-

891 8-8-77 Y T46. Radiographs for 4 Centrifugal Water Chillers 4-26-38 V. Pardeo not avaiTaliTe at the jobsite. Use As is 11-8-77 K. A. Nilson 892 8-8-77 W125A--'-Iradiographs are not ava1Iable at the jobsite for one valve. Doc newod M- 104 A. Yard piping spool 601- A-ll, documents and 12-2-77 J. H. Miller 893 8-8-77 pi Doc Reworl: 9-15-77 C. Groa t

'-~B94 8-8-77 Cbe 30.have different Concrete heatincode placed Cont.numbers

1 Pourback C(714 0Mb' use as is Temperature average too hTgh. Teiez 811 rz 895 8-8-77 F264~. Electric calile came in contact with a pipe spoo Std. Re 8-26-77 y;]. Cheek

'buriiing a hoWthrougli the v6iidor shop werd. ReWMk pair

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. v LO OF NONCONFORMANCE REPORTS

' PROJECT NAME Midl.,1d job NO.

2 PAGE 3

4 5 0 NCR NO. .7 DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLO ED CLOSED BY 896 8-9-77 F27. Weld tiiTTckness or patcn on MiTn steam Venetration I 5"-~BM only qualif ted to 1313* cont. #2-~El. 707 Use as is TWX 8-17-77 9_7,3_77 g.(,80%IuNen M-104A. 24" pipe OD out of dimensional tolerances, 897 8-11-77 Rework 898 8-11-77 C-231. Dwn C-208, Replacement bars not installed at

'H' @ 14' west of 6.6. Elev. 584: lework 9-1 F. Hilsovic 899 8-11-77 Eenetration.

230. Air entrainment at point or iiiacement too high. Pour A(659Td' C-230. Pozzolanic Activity Index of Portland Cement Use as is 9-21-77 R. Bennett 900 8-12-77

_bcLow 8E__oicon_ trol . Flvashbelow 15% max. var of SS Use as is 10-5-77 D. L. Osborn 901 .8-12-77 M-104A. Indentations in spool 2CCB-25-S611-1-4 Causing rust. Rework 9-1-77 902 F. Mahala 8-15-77 C'-2 30. Air entrainment of concrete too hi

-wi~th a backiip teit 5fT3%) Pour CC'('76F Ja(6.6% ' relex. 9-21-77 D. L. Osborn Use as is 4-26-77 903 8-16-77 _a-13._Sutface_,0f_hlqcLwall_ was not saturated with IL - h k water after finishing operatlons. Use as is 904 8-16-77 1_13-78 B. T. Cheek M-92 Earthquake Restraints have no'MTR's and A490 holts used to secure _them_;hava_no_hardengd_Ra_shers. Rework 905 8-16 -

.g-1 13 _ Letdown _ Cooler._in_stocage_have rust and hea scaling.

906 8-16 ~ff;3 .'TAllby studs- do not meet marEing requiremelfts, Rework 5-2-78 J. Spence Grade ID not legible or complete, manu. :;ymbol missing. Reject 12-15-77 C. Owin 907 8-17-77 _C-208._ESLS.trengtil_Averagas_oL_ Concrete Cylinders

_fal.ls _be3 nw_S pe cifica tion _Requiremen ts. Une_.an in 908 ~.P.'-IJI-1. Rebar delivered to the .iobsite, no OC 10-6--77 _11: L. Osborn n-17-77 Receipt Inspe_ction. Use as is 9-21-77 R. S. Morrow 909 8-17-77 FIP -IJI-1. Rebar delivered to the_jobsite a_no OC

Receipt Insp_ection, no Quality Verification Doc. Use as is 9-21-77 R. S. Morrow 910 8-17-77 _Dwgs C _412/L_493.P.ipe._ Rest _ Embeds _nat_ installed _per._

_dwg._C _41L_nat_ca11ed for per_dwg- C-493- Use as is 10-5-77 D. L. Osbom 8-23-77 g,y,weyg ggag_gipeplliggg,pr.clicated or r

Use as is re1ex' . ron H-104A. 9 29-7 912 8-23-77 Two different Regis_tertumbers for__splol 12-12-77 211B_C- 103-S6_l,9__3- L.]e aying_approyaLitalu s._.inde termina te Use as is B. Dalv 913 8-23-77 C -233A. _9-23-77 T. christofferson MTR not received for anchor bolts. F-21241-Doc-Rework 8-24-77 J. R. Slifer.

! 914 8-23-77 .

.C.- 3 8._.11 c a m. . s. received with d.a_m._ aged end flanges / webs Std. Repair y - --- . - - -

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LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO. 7220 PAGE 8

67 2 3- 4

5- 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY '

934 9-2-77 E-47 Bolts for Seismic Cable Tray supp_ orts do not Use as is Telex. 11-16-77 G. H. Brown have traceability to ASTM A-307 or letter of Certificat ion 11-22-77 G. W. Brown 915 9-T7r T 309T--Tleams iletivered t'o Ene jousite with weids -

neject that showed indications of undercutting, porosity. Repair 9-21-77 P. DiCarlo 936 9-7-77 M_ _104 A. I 1[8" x 3" bolts. Heat code FM-99, some have cracks in head, extending into shank. Reject 10-26-77 D. A. Delaney 937 9-8-77 C-230._ Air _eatrainment_oLconcntte at pnint_0Lplace ._ Telex 10-21-77 M. Foote ocat_too_A19b,_._A U_02 25)b' use as is 10-29-77 B. T. Check 938 9-8-77 C-.230. Air a entrajomentt_poncte_te_at._ point of DlaC_e-- Use as is Inent_t00_hich,__CC(603.)b 10-29-77 B. T. Cheek 939 9-8-77 M - 214. Yard piping runs are out of tolerance in TElux. 9 77 A. n. r(1150n relation to survey hubs and specification requirements Use as is 10-4-77 K. A. Nilson 9ho 9-8-77 _M-40lv rs-pipe cittinga enr no mino v inr a piping woro dolivorod-to_the jobsite_w/a complata don- package Doc.-Rework 12-23-77 1 J. R. Slifor 941 9-8-77 c-205_wateratop in cont._b1de inntn11ed_nuch that Lt_ vill _not_enbad_. Properly in the Aux. Bld 620'6' Repair 11-11-7T H Foote 942 9-9-77 E-26 C.,ble reel, 5050' length was found'g. El damaged on board truck, R ect 12-15-77 D. C. Thomoson C-~3 9. 4M pcs. 01 ftDtock reoar was delivered trtitr-j ag_is 943 9-9-77 jobsite with no K{TRs or any U ser's Test perf ormed. R eject 10-11-77 M. Donovan 9,34,77 C-304. H-1 and H-2 embeds installed without proper 944 Telex. 10-1 -77 P. DiCarlo N_DE examinations. Use as is 11_]p)7 A. lJ. Boulden 945 9-14-77 F-22463. A307 Bolts not marked with Manufacturers identification mark. _IIs e_a . s i s 2-27 D. Delanev 946 9-16-77 Dwg._E-536._ Conduit _IEC012_ damaged _by_ drilling _tha concrete. Aux. Bldg._Slah A 599'0" Repair 12-22-77 S* Kirker 947 9-17-77 l-38.__S_ttuctural

.jobsite damaged. StecLEeams delivered to the Repair -

948 9-19-77 S_pec. C-306. Rebar_cJLt_in_.Sa_me face exceedina dWeljh_CMd2 Use as is 11-17-77 B. T. Check 949 9-19-77 f_-17611 A tt_emp_tS_At_tepaj tin 9_l e ft_ defects _in '

S_0_ld_l eg_p_ip c_te s_trAjat_ embed s . Repair 950 9-19-77 fi- 10LDoc umentittiQD_Dat_tqqclyed._for_p_tpe__syool s .

lowork-Doc. 12-15-77 ft. Donovan 951 9-2077-~ C-338.___lfa_]l thickness of, geld __ neck flange is 0.299 gpggo

" gg5g(

952 9-22-77 1- [ 10 nNbyYe if'ikIShin Doc. not rec'il Doo*- ' "

foF 2" Sch- 80 CS Pipe peworic 9-30-77 M. Donovan w w a

?

,) [- Q. } '

LOG OF NONCONFORMANCE REPORTS

.i i --

PROJECT NAME Midiand ,

-._ JOB NO. 7229 PAGE b0

.2 3 4 3 5 7' NCR NO. .DATE. - DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED ' CLOSED BY 953 '9-22-77 ag._.c_651._struol._Beama_ Joined by turn of the_ nut melhod_vi_th_only one washer. Cont. #2 El. 626' Rework 11-17-77 o. L*'osborn 954 9-23-77 ' M-106AC. Dwg. 1-603-7-13.k" fin. 60 washers rec'd

. N

' ins tead o f 4' .

Noncon. 10-4 D. Delaney

955 .9-23 A-13. Mortar fell below minimum compressive strength @ Z8 days. Aux. Bldg. El. 64 6'-650' Mh 10-18 B. T. Cheek 9$6 li-20h__26"__ Yard _Eiping,.3a1a #1,_hg._&l67_ Are" Rework 10-4-77

__S=2 4_-77_ _ ground _helow_ pipe _ surface _. - P. W. Ratter 957 9-26-77 C.-08 structural steeLaeam_Ma* w o_702-n15e van R epair

~

received _at the_dobsite damaand - 12-16-77 A. Lamach-

! 958 9-26-77 C-230. Air entrainment of c~oncrete too high. end of line slump too liighTCC[774. 5)a'

Telex. 9 77 B. T. Cheek'

' Use as is 10-29-77 _ B. T. Check 959 9-27-77 Dwg._c .329._._concre_te_ corer _cannat_he_rdntained_due_.__ Te ec. 1 -3 'D P. Vanderveer i

io_the_ placement _of_rebar... ContA El 7731ft" Ucwork 10-7-77 B; T. Chee):

960 9-27-77 Dwg._c-97. #8 rebar_not_ projecting _aa_ called _nu.t_by Telex. 11 -77 A. Lamach drawing _Servicc3ainv mas _ 690'n" 631'6" ! R1ab. Use as is 12-1-77 B.-T. Cheek 961 9-27-77 _C-230 Pozzo.larlic_ Activity indeX_Qf Portland _ Cement _.- .

_below_ minimum _leveLnf_contrni (85%)_at 2n days - Use as is 11-17-77 B. T. Che'ek 962 9-27-77 Ewg _C-272- Wtina_._bolta_have_heen_ptured in_nlace

" Repair :

963 9-27-77 A"fi 104A-AC.

below__the_elev _specified Pipe spool in dwg._ Aux._El.659' ICCB-25-5610-1-5 delivered to Std.-Repair the .iobsite with dents and surface rust. 12-1h-77 C. Groat 9 614 9-28-77 3QAlf._Rev d - WR-5A_ forma _nat_preanntad to_thn ir b I A' b* O "Id*"

_for hold _ point _ selection an fiva annat velds. Use as is 1-6-78 J. C. Huron 9-28-77 C-233A. Angle clips delivered to site with weld under-4 965 cliHing, porosity, lack of tusion, F .5 U 9 1 n el # P Reject 12-21-78 J. Slifer 4

966 9-29-77 E'PG-4.000, storage of Liner Plate allowed for damage pgg .

of Pl ate ;

4 967 10-3-77 M- 1 1 1. g_30_78 A._I,amach ~

Flued Head, item 1.2 heat number stamped on enetration different from MTR. Doc.-Rework 3-8-78 T,-Christofferson ;

968 T6~T7F TE 55-~~ Hanger dwg. has no prior soproval.

No material test reports received. Re. ject 10-21-77 J. R. Slifer 969 10-3-77 M-305,,_p_r_ade 10 on studs not legible or complete.

~

manufactur_ing_m.ymbol_ missing- Reject 27-77 L MsMffe

. EEG._5.000 Valre_b ody_and_s tern _s ol a t t e r e d_ wit h _

970 concrete. C ont' T.

i 10-%77 Rework 1-5-78 F. Mahala -

971 10-3-77 -.512300._-_ Valve _Identificatinn f a__ _different_from -

( . .tha_ actual _. valve _. tag _to_the j o.nmentation, n ework 11-14-77 0.A.

j Delaney m

w-- -

u LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOD NO.

PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED 1010 CLOSED BY 10-26-77 M- 104 A. NDE tests not performed on 1" .5U00//

S. O. L. welded to pipe, dIICC 5T 5614-10-4 lio 1-30-78 ~

1011 10-26-77 M-93. Main hoist cable lacks complete documentation fonconrnvmnn-n M._DonoyItn and shop inspector's release. Doc.-Rework

~

1012 10-27-77 C-233. 1 30_78 J. R. Slifer Detail 3-C-477 embed delivered to the _fobsite Rework with arc _ strikes and fillet welds __w/ insufficient dim. 10-28-77 J. C. Ilaron 1013 10-28 .E-L__Ehmeplates.are of incorrect dim. and ma_t'l . Re Termination connectors are wrono type-Ifotor Control Cn' urs.,$ect Une_an_ Ls 1014 10-28-77 C-208. Watersampled for the Sept.1977 user's test had a variation of -?S minutes. Use as is 12-16-77 D. L. Osborn 1015_ 10-28-77 Dwo. C-255. Concrete placed in fuel pool area was Cla_ss C-1 instead _of D-1 A(659 i and A(659 j Use as is 12-15-77 H. Foote 1016 10-31-77 E-22. CHUle reet not seated 6H ] cable end. II)cerno.

553. Rework 1017 10-31-77 E-22. Inside stub-out pigtail is damaged thru the G-31-78 P. nince jacked to the cables. Gable reet no. 605.

Rework 4-31-78 F_,_111Dce 1018 10-31-77 M-305. Socket Flanges do not meet complete marking ~

_r_ conf remellts . Reject 1019 10-31-77 .J-103L No Code Data Plate or Stamp on Spool 0HBC-16-Sfd _A . Kework 1020 11-1-77 FPG-6.000, ev. D. Pressure Gauge out of tolerance when calibrated. Use as is Telex. 11-11 -77 J. R. Behres Dwg. C-339aTeld neck flanges contain numerous 11-16-77 J. R. B.chres 1021 11-1-77 scratches and evidence of corrosion. Rework 3-3-78 J. Slocumb 1022 11-2-77 M-106AC.___Stanchionn f'av hnnyvn were_ delivered _tc_the-Reject 10 ZT'~ 11-2-77 'l C- .S N 2N W N S E ift'ed, does not exist dw s. A ux. Bldg. El. 584'+

Use as is T ex 12-9-77 M. Fo te '

1024 11-3-77 as called-out F-21895. 1 - T0 " by T5 'Ibow does not have legible 12-12-77 B. T Cho_cic specification, grade, and heat code. Reject. 11-16-77 D. A. Delaney 1025 11-3-77 _ N_g. C-1029. Vertical trim hars not pLged on each side of blockout @EL.630'6" of the DG Bldo. east wall.

a 12-8-77 G. Y. Ycisley 1026 11-h-77 A g. C-99. #11_trun_hara_placedauch_that_nther_rchar Use as is Tel ex , 12 77 A, Lamach

.oannat_ba_put_into_ place an en11cd_ont_by__Dwg.5Lpump_t truat- 12 _12-77_ n. m_ chenk 1027 11-h-77 .Dwg._ C--99.._Rebar.._is_not_ pro'.jectin na_ required _by

_ , drawing'. SW Ptunp Structuro El. 63 6" Use as is Telex. 12 77 A. Lamach '

1028 11-4-77 C-230. ~~Kir_entrainment oGoncrete at point of~Ji lace- _.__12_12=1L _1)._.T._ Check

~

( .._....__....- . ment t'oo high. SWI(650._2)5'. IIac na la 12-19-77 S. . Kirlwr v . . . _ . _ . ...

v.

a (3 Q, q,) l]

LOG OF NONCONFORMANCE REPORTS 1

i PROJECT NAME Midinnd e JOB NO. 7220 PAGE 73 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1048 11-10-77 Ewg. 612 sht. 3. After_ valve _was_QC_ inspected _and

~

Jnstalled,_hardwara_was removed _ making _ Quality inde.ter. Rework h-2h-78 K. Roberge 1049 11-11-77 FP G- F 10-56m_S and_and_stLt_in_climat e_channers_rende r-

_ing_the_nua1Lty of the units indeterminate 182VM-55-AaB ltework 1050 11-11-77 M-106AC. Shopwelds do not conform as called out by applicable sketch for 28 hangers.

1051 11-11-77 C-230. Air entrainment of concrete at point of place-n nt too hich. C(787.b)a Ise As Is 12-30-77 S.Kirker 1052 11-14-77 M-326. Grout holes on hanger plates are placed too close to plade edge. Dwas. 1-603-7-14 & 1-603-8-22 U s e A s Is 12-28-77 R. A. Moray 1053 11-15-77 Ilancer flwgsl612=4=16_&_2-604 7 1- iFic]d fillet yplds are undersized or oversized.

1054 11-16-77 _C-103L_ _Rebar_ dowel _mislocated 10"_ south _of_what is called out on dwg. DieseT-Generator bldg. nersir h-18-78 D. Osbo m 1055 11-16-77 _C-210 4/Lmat'l rec'd_on 10-3-77 representing 50

_ tons _of_ma t' l fa iled_the._ gradation- Reject 12 21-77 D. L. Osborn 1056 11-16-77 C-230. Hjsh_ air _entralDaen@00cre.tn At_po_ipt of_placemen t. Use As Is 12-30-77 SNL(65L2ja S. Kirker 1057 11-17-77 C-97. 2-#6_dowals_arn_not1 projecting _from_const,_jnint_ Repair and_A=f6_have_shott_spLirot stLpumn structuro. Use As Is 1-6-78 D. L. Osborn 1058 11-17-77 _Dwg. C 4-#6_rebar_omitted_hntweep El. 632'6"

.and_614 ' R" Renvlce_Watet._ Intake _Structuro Repair 1059 11-18-77 .G-27.--_ Low hydrogen _electrodos_used +n mua Struct-1060 11-21-77 Stoel_ Wolds _wcro allowed-out of_ ovens _for_over4 hours.

t.-208. Water tested on 9-6-77 & 9-19-77 had an Use as 10 1061 11-21-77 initial set time of -25 minutes from the standard (+10)

C-37. A-31i7 slTtted bolts were received with no 1-5-78 B. T. Cheek manuucturer's mark. Reject 1062 11-22-77 0.-2_33. Embeds received with improper welds, spatter. Rework 12-5-77 __ C. Gwin etc.

Re.iect 12-14-77 D. L. Osborn 1063 11-22-77 E-42._ Raceways and Seismic Supports installed without notification of OC. -

Jework <-17-78 1064 D. 'Phompson 11-22-77 C-230. Flyash user tests have specific surface variati ons greater than allowed by AST}_1_C-618 _ Une_Aa_Ia_ 1-12-78 B. T. Check .

1065 11-22-77 _C 130mCement_ user _tesLresults_with Tricalcium-

, Aluminate higher than allowed by ASTM C-150. ,1[gq_Ag Jo__ 1-11-78 i

B. T. Check ;

1066 ,.. 11-23-77 L 6._ ANSI compliance- t1fication not supplied

. .wi_th_ circuit breakers.cer , ,

3, I y s

. ,m n

(R i) t) .{

t v }'

LOG OF NONCONFORMANCE REPORTS PROJECT NAME Midland JOB NO.' ' 7220 PAGE 7b 2 3 4 8 5 7 NCR NO. DATE DATE NCR -

NONCONFORMANCE DESCRIPTION / HEMARKS DISPO. CLOSED CLOSED BY

.1067 11-23-77 M-656, nht 1 - W_//2._Jin-5_no t-place d_at_j oin t : nnt Rework

.cigned_by FWR or_LWQCE,_no_AI_ witness for hold _ point.- Use as is 2-9-78 J. S. Savo,te 1068 '11-25-77 M.10hAC.___SS_pipo_sponin delivarca to thn jobnito itcucc w/CS_chaina nanning_spon1n in vnnt- Una na in - 410-78 M. Donovan 1069 11-25-77 C-233._MTRa_not_nupp'li na vi th 6" .SS_clhowat that_wern Doc Rework incorporated _into_an_.embea 2-27-78 J. Slifer 1070- 11-28 li-10hA.__ Spool _Eiecn mn* nn. OHBC-80-s657-h5-7 alelivered _to the._jobsite_ damaged- Rework 1071 11-28-77 lf-J0hA.- Ouniity__Verficatinn Don._not ronu,_npool I'n hhrd Doc Rewor<

_to unapproved _dwg., incorrect _ fabrication .Use as is 1072 11-28-77 _Dwg._C_231 Stud _ locations __ Lor _ Crane Rail Supporto No

_ vary-1/R" tn 1/2" f' rom that_given_on_dwe. 2-1-78 HonconfoImaace D. EmOnborn

} 1073 11-29-77 M-3R6,__Ranggr sketell_2 613-h-18,_ dimension niven is 11-9_7/8"._ac.tual_dimenalon_laJpprox. 3 ' . Rework 1-29-78 D. Grosh 1074 11-29-77 hi- 10_4A._ Spool I EBB- 5-S63 8 1 received with rust and pitting inside. Hework 419-78 novan 1075 11-29-77 3-462. Rebar removed from around Fuel Transfer Slet ve Telex. 12~7 7._M7 . aiiderveer 1076 ILniLf.l. Elev. 626'9n Use as is _12-20-77 B. T. Check 11 29 M_-204. Pip _e_ spool 2flBC-322-5634-2-7 damaced in Duplicate laydown area. of NCR 755 12-29-77 J. R. Behres 1077 11-29-77 C-282. Rebar omitted, AuxDidg wall #218e #22, Elev. p 584.

1078 11-30-77~ M - 64. 37_1p-77 ri._ _Ecoin Coating damage, coating peeling off an Emer. _,_

Diesel OIT SErage Tariks received. Repair 1079 11-29-77 fi-305. 3/4" Socket Flances rec'd do not meet 2-17-78 D. Ochorn

_C041DlRte_markinq rqquirements ner spec. req'mts. Iteject

,1080 11-30-77 c-27deheat_ temp._nat_ maintained anring_ welding M 2nrsonnnl T.ock Rine Rework 12-15-77 J. S. Savoie 1081 12-2-77 tray a_upports Reject

_C-30h.__

show evidence Attachment" platesfilled of drilled holes for_qlaatt1R_/

w we_ldUse metal.

as is h-h-78 J. Huron 1082 12-2-77 l)wg C-.381_&_C-652. E-2_ntrttatural_embeda_ located abo.ve_dealen_drmdng_cInvationa. nnwn* 3-23-78 P. Vanderveer 1083 12-5-77 _M-18. nuergency.__Di e n al._G en erator_ Foundation _Part a Reject Fabbed w/o_PE approved _dwg _ ,_.incorrec.t aimensionc- .Unn nn in 1084 12-5-77 Dwg._C-2.44..__W,30 x 13?Jtcam_c.onnqcled_tq_a _C-6 Uso As Io

1U8d 12'3-t' embed has incorrect fillet weld dimensions. 2-8-78 J. C. Ituron Dwg. C-lit 28. Rebar shifted, r empve cf. Diesel- ..

. Generator bldg. El. 6304" Std. Repairl2 ??-77 S. ',Kirker v

v s

n ,3 7 ,

. ) I'N LOG OF NONCONFORMANCE REPORTS PROJECT NAME flidland JOB NO. 7220 *

PAGE 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 1086 12-5-77 fi 2n9-Rhapwnlds do not_ conform as they are spreified on the aDplicable sketch for each hanner.

1087 12-5-77 Spec. J-263. Doc. verfication package has no Form Doc.-Rework G-321-D available for Thermowells, incorrect bolts Use As Is <_),_7 8 .r _ gl i %.

1088 12-5-77 li-106AC. Shop welds for hangers received are ~ ~

ove.tSJzed. --- Use as is 1089 12-5-77 3-20-78 D. Durr F-19487. Zone 4 Gravel received had failinq gradation ggg, R eject 12,-29-77 T. Ch ri stoffe rs on 1090 12-6-77 _C-230 Cement content 5# low of the required tolerance

_ fat _Datch Ticket (24485. Sill (634.5)b Use As Is 12-30-77 S. Kirker 1091 m 12-6-77 C-231. Concrete curing temperature fell below Tek'x. 12-16-77 A. Lamach minimum of 50"F. DG(625. 5)a U s e a s a, s 1092 12-6-77 .2-1-f Si Kirker '

C-208. User test #48. fine acorenates test failure.

Use as is 3-13+78 T. Lieb 1093 12-6-77 fi 204. Rhopwe.1ds nn hanricrifo_not._confnrm i as they are__ spec _i f_ied_on_the_. app;11 cable _skotr-h fnr na. ha 1094 12-7-77 C-210. 4A backfill sampled had 94% passing the 4'pgersieve exceedino the allowable limits. Telex 1-25 "8 T. Lie u 1095 Use As Is 2-2-78 T. Lieb 12-7.-77 C-230. Concrete placed with hiqh slump. A(688.5)a' Use As Is 1-13-78 B. T. Cheek 1096 12-7-77 C-230. Falling graddion for 3/4" aggregate , pours

- K(624)a, A(643. 67)a' Use As Is 1-13-78 B. T. Cheek 1097 12-9-77 .M-64. Documentation packages for tanks received w/o ald_ maps weld rod control records, cleaning doc. Joc.-Rework 1-17-78 D. Delaney 1098 12-9-77 M-204. A rc strike on spool 2HGB-20-S613-3-4.

StdRepair 1099 12-9-77 C-231 Concrete on cure, temperture of ZB r recorce" Seryice Water Discharge structure. Telex 1-17-78 S. Kirker

1100 12-9-77 C-111. G rinder _left depression on penetration 2Z-51, Une_la In 1-2h-78 D. O. Osborn Unit #2, 62'5T' Az-297o Std. Repair 2-11-78 1101 J. C. Huron 12-9-77 C_141_Itcplacement_.r_cbar_lefLout_near_penetrationa__ _'lo sleeves 2'4 and 31. Aux Bldg Elev. 584' 1102 12-12-77 _M .305.___Scrrice_ratine_on_nipe_pluc_.at_amned_aaJ000# _._fl011CDIlf0rtgr ce 1-3-78 D. L. Osborn Quality _Jezifica tion _ Hoc,_indic a t e a_.i.t _to._he_3000# R ej,ec t 1103 12-12-77 &305__Hea t_c o de_onJ2_nc a._Af_3/h " _110]LCS_JN_fl ange-- 7-3-78. T. chriatoffernoa illegiblo- Reject 1101: . 12-12-77 .&2.15__10"_S0 LILElla dellscr_ed_.tg._the_lobait_e_ i w/

/' CertifiedEI'Radray_ film,_and ~' code ntamp. Reject 2-6-78 D. E.- Duff G v ^

y

( '

LOG OF NONr'NFORMANCE REPORTS 1

PROJECT NAME Midiand gg no,' 07220 8 78 PAGE

. NCR NO. DATE DATE NCR.

NONCONTORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1143 12-30-77 Aorli AUKllhlg_ldeck wall with no provisions for reba r

-l)'ntel.

Rework 11his 1-3-78 F-2.1381 - Denignation_sf_servico_ rating _la_no_t_atampad_

on 1"and__3/8"_pipn pingn-1145 1-4-78 NA (_8-78 _R,Jiantrau_ ll -

_M-106. S hop _wel ds_o n_han g e r_s_a re_ov er.shed__fo r ,

_E:11E-Sno , 061,_S69,_and_9R Use as is 3-20-78 D. Duff 11h6 1-5-78 C-6_32.__ Jars _sho.uld_ extend ?'-1"_below_6hltih'1,_but_ vara Polex 1-23-73 Torres-not_lnatalled.__ Cont._#2_Weat_Sec- nhiala Un11 - -

!Ine As Is 2-6-78 A S. .. .l<Mi 'r,k e r 11h7 1-5-78 c _230 _concr bava_been 50_gte_placed_ baying _ temp,._or__62 E,_should gl gurger Jse As In T le3- ;8-21-78 4 ir

' FL10 E.__DG(fz3Q.5)F er 1148 1-5-78 c-231._su rfac e_ Temp era ture_no t_ maintained.

DG(.621.5)n Telex 1-13-~8- A. Lamach- .

_uan an Tn 2-11-78 B. Cheeh 1149 1-5-78 2-3106.___ Random _nample_ no t_taken. .on_crout_recld,_ baga __ 1/A Reject

' ment _to_US .Teatir.g_were_not_.woighed. Use As Is 2-16-78 J. Slifer 1150 1-6-78 M-305 hkAng on m atl. (nea_vy_nex Nuts) does Not acren_vith_Yerificat191LDocumentaAion_ pent Reject 1151 1-6-78 M-1,21._ JAarl.p_F_eedwa1.er._

u e Control Valvo deliv.cred to___

j obait e_with_a_cracke d_c a sing _on _ pre s s ure._awitch. N/A <-24-78 J. R. Slifer 11R l-6-78 C-230.___96_cu._yd._of._c oncro te_was_lndetermina tly

placed CC(611.5)a' 4 (concrete _ slump) Use as is 3-6-78 W. Cain 1153 1-10-78 C-230._concratn did rat _ ment tha 90 any enmprdanivn strength- Anv. niag _A(6141 33)a ' See_UCIL9M use as is 3-7-78 R. Siple 115h .1-9-78 m 125c.__yalre_ received _on_sile_with_no_ verification _

.documen ta tion._ S/lL5205--lh-1-6,- 6 "-cCn-ca-xL _ Doc. nework J-11-78 D. Delaney 1155 1-10-78 .&l29A .__Id enti fication_ta ca_are_ imp rop.cIly_a ttach ed_tc

..operatora_on air _ valves,_G-391n_ forma _lncomplete- RemLrk 1156 1-9-78 M-132. (h 12" Valves) radiographic film not sent to Doc.- '

joboite. Code data sheet incorrectly filled out- newo*

1157 1-10-78 3-22.78 n nninney

_Dwc_C-625- 1

7_dowc1_misar.ng_ coming _out_or +hn ruet tran s fer_ wall _ approx._61-0 "_lL_of_ SW_c orne r. ._Uso An Io 1158 1-10-78 1-13-78 F. J. Milcovic 5_ S tar _crout_Bulle11n_ol2161.__Inaciermina ta_cuting_af_

grout _ Uso ao is 1-23-78 1159 1-11-78 C-231 SWI(635.5)a_aurface_.icmperature_wan_not J ,_J(frlgor Telex 1-31 "U S. Kirker maintained. _Use As Is p_13_78 1160 1-12-78 M-1.___Procourizer_ Spray _Mo. tor _ Operated _ Control Valves._ H._Chenk Valyca_atored_ improper 1cy. .,

1161 f. . 1-13-78 .M_10hA._. Quality _ Verincation. Documentation not recqiyt d. Rework

, t .

,,(ROQA-18-S611-2-8) rust on opool _(2HCB-2-S613-7-5) --Doc.Rewor1.

v _

v . "

}

) Q av LOG OF NONCONFORMANCE REPORTS PROJECT NAME NId1""E 07220 JOB NO.

2 3 '

PAGE$

4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED 1162 CLOSED BY 1-13-78 C-R1.0,__Xong_h A_ Fine _13ac_}ct.ill . 6656h failed 4" & 3/8" sieve requiremento. 66328 failed 4" sieve re_quirement. _Reieot h-20-78 R. Montreuil 1163 1-13-78 Mel.__Make_Up Pnmp Driva_ Motor. ntoragn nna mnintenance not_maintainod_

116h 1-13-78 J-20L hin nnntrol_ Panels a/n 1n15/1n95. T ockout rolay_cwitch_ bent.__JJemeplatn hvnknn in hni c. Rework

.1165 1-11-78 M-305.__Htuda_&_Rutu_do not tr,ce_i_the_cnmplete marking _ requirements Reject 1166 1-13-78 M-305.__.Rolta_A_Nutna tamp ed_with_ wrong _hea t_co d e . Doc. Rework Documentation _ received in indeinminntn. Reject 5-18-78 M. Donovan 1167 1-13-78 M-10h4 d imensigna_sp 6" flange _do_nol_acrec_with __

No vendor _ drawing. ( 1DEC-9-S633-6-1) 2-2-78 1168 _ Hon-Con - M. Donovan 1-13-78 M-lh._Coatinc nn uni t 9Pogn hnn nnmnenna nennn ne l paint flaking afL newnrk 1169 1-16-78 M-326 d anger _2-619-3_10_is_ welded io_ embed with_appro 1/16"_apaca_between thnm. shonla he_ increased to 3/8". c. Rework 1170 1-17-78 Q-230. PG-DC Grout was batched containing less than th 3 minimum _d e s i gn_we i ght_o f_ceme nt . Use as is 3-6-78 S. Kirker 1171 1-17~78 M-305. _ Studs & Nuts do not meet the ormplete marking __. Reject .

requiremento, 3-6-78 D. Duff 1172 1-17-78 JV36 _Can anit hnn heen anmnged_by arilling_the Std.

ro: crato ninh_ Any. nl ag_ R1 nv. $ggL(2BCQ13) $ Repair 1173 1-18-78 F-13h60._ _100_pcs _ of 7/8" F1nt_ Hardened 3ashera-Ver dor _senL7/f",(Purchane_ Order _requiren 1") Reject 2-9-78 R. Montreui' 117h 1-18-78 M 8_Reaclar_Caolant_Iwnp_Molterm_inc_orreot mounting f3 mge_dimensiona,_rabbni_incorrently_denignnd.

1175 1-18-78 C:306.__1Mo_bundlea_of _2 #8 Rebar were cut without J rior_ approval _from_ Prole.qt_nr_Regident Engineering. Use as is 3-9-78 D. Osborn 1176 1-18-78 ,-208. F i ve_ Star _ Grant _Acc ep tanc e_ Teat . Grout _cubca_ _

atrippaa at hl honra._ exceeding Pli hour limi t. Use as is 3-1-78 T. Lieb 1177 1-18-78 .0-208._ _J/h"_ Aggregate _Genantinn.__Did nnt meet minimum _ weight _Various_ placements _on_.1/11/_78. Use as is 3-1-78 .T. Lieb 1178 1-18-70-_ C-30h._ Weld _wan_ completed _on_ Beam _#217Bl_to R-1 Rework Embed _withouLQCJnri ficati nn or ritup- 1-30-78 J. C. Huron 1179 l-18-78 .0-200_.__Ma conary_.Priam o_wg re_s tripped _.at_h 6_ hours

.&_50Anuten _noit_. mea 11ng_atriipurtor_J 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br />.(11/,1h/17 JJse as is 3-1-78 T. Lieb 1180 A 1-18-78 M-J05.__319 ' 8"1" nia J oh_00_Einn.* delivered to 1

N.,/

Jobaile_xilhout ilistinguishable . j markings. Reject 5-15-78 H.D. Foster v -

, p , "y k -

LOG OF NONCONFORMANCE REPORTS i-PROJECT NAME Midland _ JOB NO. 07220 PAGE 2 3 4 6 h 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1181 1-19-78 C-231. Concrete Curing ( A total of 23 indeterminate hours of low temperature Std I (697-) E , Use as is g g 1182 1-19-78 E 19" Unla Nea Plangca- nurranen_contain neratchos,

' water _.found_insida fl ance, vn n t. nn #2_ Pen Arna Rework h-1-78 J. Slocumb 1183 1-16-78 C__-230.

Concrete StrinEth_Concrele_DlaceL10/10-77 Use Ao Is Telex 2-6-70 S. Kirker A(699.17)a Lfa11ed_to_ meet _requireta trength_0_90_daya,_ 3-1-78 T. Lieb 11814 1-19-71 &l06AC__FILO,_loac's carbonateel_Plaic _ quality Doc. Rework verification _documentatinn not received- 2-6-78 D. Duff 1 35 1-20-7L -50B.__EracturedJendor_welda_A_atiffener._Rino vendor welds A 1 nticrener ernatured _Paraonnni Lock 1186 1-23-78 Dwg._C-159._h_cu._yan nr mnn mir wan_placeLoutaide__

of_the_opecifica 14mi+a A(659.)h Upe as is 2-18-78 J. Moyers 1187 1-2h-78 0-305,___596 Pos lha Sch 80. 20' Random _Lenghts. Reject Matl_receiveLat_Johai.te_xi.th_no_Ilest #'s. legible mark: ngs. 5-15-78 11. D. Foster 1188 1-2h-78 L-230._7_yda._ OLE-2_concrain enil ad_to_' ment 6000_pai.

@__90_dayn_ c(_7645&)n e Use as is 3-13-78 T. Lieb 1189 l-25-78 M-127A. 'TD taga_on_S/N JM-25_$, WM-26-9. WE 25-2h_ ara _ doc. Rework wired'_to_ operators. C-391n forms _incompleily. filled _out. Rework 1190 1-30-78 M_lhh__ Rouging of lE-55A_ Safeguard _Rgom Unit Cooler

. dented & Punctured._Eler._568'.3 orth _Ince_Eaa.L6.2 Repair 1191 1-31-78 Rwg. C-378. Pressurizer Lower Support Embed. Shown O 17 '9" S _&_10'.lli"_E,_ghguy be 17 '9" Q._L10' 01" East Repair relex 14-10-78 S. Kirker ,

h-10-78 S. Kirker 1192 1-31-78 M-20h._Einld3 ell 8223faldrr not qualif_ led _tq_the applicabla_ welding _ procedure.___ Aux._Illdg._Eler _50h '

1193 2-1-78 M-106. WMR-hl6,607-01.0$L978 & WD-022 _ Shop _w

.do_nalmeci acceptance _ criteria _of_QA/QC_procedur go)b er, 119h 2-1-78 _L106. W ME-h61,666,_& J72.__ Shop _welda_do_not_ ment. _ '

_ acceptance criteria _of_QA/QCa rocedure_f02A006_Rev. E ,

1195 2-1-78 Ji-Zl'i._ _lD" S_ched._DLSeamddeLP_ipe_.AllyctnLto the Doc3_Rewort

_lobsite_w/o f1TR for weld mat'l used, radicaraphiC film, -Rcject 1195 2-1-78 _It=21'i . . 12" Rch. R0 SS_pipo dalivernd tn_the_johsito

_w/.o_MT!Lfo r__wel Caa til__us ed_a nd_radic ara ph icJi l m Doc. Rework 1197 2-2-78 M_75 __No__ Documentation _ Package._recely.cLf.or_the ., n licrrice_ Water Pump,__._ tag _80P-761 Doc. Reworl "- D. Delancy 1198 2-2-78 Dwg.__C-67h,_ _ Conflict w/dwg,._Q-13h_as 4 to_ placement of Eine_rgatraint embed - type _3 Cont. #2_,_ El 657'11" Use as is

2-2-78 -E-L rerminations in motor control centero not in -4 h _78 _D._Oshnrn

'1199 f

~

_nqoordance with requiremento. Use as is

.g 3-28-78 D. . Thompson N,.. .e

sw~ /*~~ f i

) ) ~G ;

i LOG OF NONCONFORMANCE REPORTS -

t i

PROJECT NAME Midland JOB NO. 07220 e PAGE 01 2 3 4 5 6 7

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1200 2-2-78 Jj-JMAC. 5_ ncs. S-Beams delivered to the jobsite ~ Doc.-

without certified material test reports. Rework 2-9-78 D. E. Duffe 1201 2-3-78 _C=230.__ Bagged _ Cement _(566_hagaLdelivered to dobsiig_

_on 19-1-77_without a temperature _heing_taken. Use ao la 1202 M=1 1L nndi graphn enr necay._ Heat _ Removal pnmpn

_3_47a , tenw 2-3-78

_nat_availabla,_ don n i ty prnhi nm ,_atn - .

1203 2-6-78~- _C=38.__Angla_.recelynd_with incorrect dimensions & Mgd?cj riamn nut lamagn. i 120h 2-6-78 UneAsSair n h-lh-78 D. Osborn

_C-230. Pour _c(171,5)a' did not meet 6000 psi a 90

_daya._ _ Cont. I Ring _ Girder. na s aa 4a 1205 2-6-78 _Dws._C-h38._._Eicht_2"r0"xh '-10"_anchdr plates for 5 22 4A m._.Lieb Use as in Dat._ #1_L #2_w ere_minfabric a t e d.__N ._.&_S ._S ec ._ Shield _ Fall __ Repair h-27-78 ' __D. Osborn_

1206 2-6-78 _M _6h.___Emer.__Dienn1 011 storage _ Tank _Ilold_Dwn_Strapp_._

_ Coating _pealnd A chipped._Na_ coating _on_nirapa_at_all. Std. Repair 1-14-78 D. Osborn 1207 2-8-78 _J-201Jitin_Cantrn1 Panela;_ conduit _does_not_have "

color _ coding; di ntanna betwnen raceways _helow_ minimum. Rework 1208 2-8-78 C-231 _concre_te_ curing _ fell below a minimum. of 50 far 50 inantnrminate hours. AUX _Bldge_31n0k JSll 86 Use as is 3-2h-78 D. Osborn 1209 2-8-78 M_106An. nwg._L-612-5_10- ' nnnger hn, <h An rilint wolds _lnatoad_of_3M6"._as_ called out by-Grinnoll proa- Use as is 3-2-78 D. Duff 1210 2-8-78 F-2576$.__ ASTM ___A307 bol te do nat ha = m,nnenefurnrn identification- n ejent h-28-78

.Dwg M K-MPC-2-2006. R. Montreuil 1211 2-8-78 RR pipe _attabbed_.io pluna nnna Rework han_hola_hurned_through_1.t nnused_by nvniny nr.unlain ,n nhin.

121? 2-8-78 JwasmC-141 C-194. Existina_ dowels do noOce_t cover ~ Repair

_ requirements d ux._ Bldg __El. 528'6"- Use as is 3-24-78 D. Osborn 1213 2-9-78 _Dwg._C--208,_c-206 nmbedded_plata_ installed _ ton nmn11

JIorth face _or vn lina, $.9_&_6.A _ Any_ Ridg. R1._68geon __Renair 121h 2-9-78 _C=230.__ Cement _UncrJeat_//63: 1/11/78 hna a venn1 t nr 3 391SQ 3_&_h.003Cao. A1203,_ exceeding _ mar- limit. Use as lo h-12-78 T. Lieb '

1215 2-10-75 E-20. Elec _rene.tration_Aosemblica,_no_inari_ca.o blanke_t,_ cable _ chaffed. 231b,2_,114,_1h6. Ih3 _ Repair 1216 2-10-78 M-618 .__36 ". Bu t t erfly_Yalyn , a_d ep rensi.on_acInna_th e Repair rainedl ace _.of flangem_ manual. hand _ wheel _ broken.D-0060:5._1 5-31-78 L. Brown 1217 '2-10-78 I uet M-20h.__.Eield forIepAir_,_ weld _ Weld _#15R1,_ Pen 2z71. __no3g

_ingwascompletedw/oQC_&do. {

- 4 }s.22 Use as 10

1218,,4 2-10-78 @a20-Two_Elec._.Eenetration Adapter - Flanges. IT'~

Doc. Rework s 1

was not completed by Bechtel fSupplier.

E. , 2-17-78 d_.l._Slifer

f3

,m

(' i (j b) i

\ ,) _

LOG OF NONCONFORMANCE REPORTS '

1 1

PROJECT NAME Midinnd a JOB NO. 07220 PAGE 82 2 3 4 5 6 7

NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1219 2-13-78 F-310ft. Five Shr_Gront, Test _SEh26 failed Comoreasive q.tIcpgth, location of 12 bags indeterminate Use as is 2-lh-78 R. Montreuil 1220 2-13-78 h106AC. 16 pc 'n. 1 3/h" X 4" SA515._Drade 65 Luga.

rhmlity nacumnntatinn packagn hn n nat_.bnnn vnnnivna. Doc. Rework 2-21-78 D. Duff 1221 2-13-78 ti_106AC. Rhop_Drdor EMNOll ! LMN004 WMmMhy F,-lE-979,_wnldn dn nnt mont nvi torin or Tmm'n 'W Bdeduro.

.' 1222 2-15-77 M-326. 80 nangnrn connistiner of 300_lield_ Velds.

undernica welds /dafenta Anv- 1 A 9. Cont. 49 1223 2-15-78 M-305. 11,667' h" of 2" Sch 80 CS i)ip_e_, de' livered to Johalte_.v11h_ par 11nLJnarkinga. illegi_ble_.or_none_ni_aU .teject 5-15-78 H. D. Foster 122h 2-15-78 &l0hAQ. Pips _ Spool -9DRC-9-S63h-7-h,_yeceived at the jobnitn dented. Rework 1225 2-15-78 li-75AC. WrADg_rcyipion of the G-321D form was received Doc. Rework with the Onn11ty__Ycrificalion llo_qumentation for OP-75B 3-9-78 D. Delaney 1226 2-16-78 Grant _ Cubes.__68_cu,_ feet of_ grant _p_1_gced with only fusata_of_cuben mndo. Linnr Plate _. Repair _El. 672'+ Use as is 2-17-78 B. Cheek 1227 2-17-78 Dvg J 0-550-Ol-BP: Annhnv n o l.t sinnvn, pinto A not van found to be off-centav- Rework h-12-78 A. Lamach 1228 2-17-78 &106A(1 Shop Ordera E-MNO11.015,_031, A 033 have welda_wltinh an nnt__ ment the_accepiance_cr.Linvin _ _

1229 2-17-78 MO- Riv Rincirinni Ponatrationa,_cahln nharring, to_ inert _ca n blankat , Bon nnt received,__hlockage.

Repair 1230 2-20-78 Dwg. C-lf6.

i Embed 8638-lh-21 is not in correct location as called out by dwg. Uce as is 2-27-78 D. Osborn 1231 2-21-78 M 111AG.__Elned Rd T73. hont codn annn not_agren_with.__

Doc._.ren ' d - T218 nn impant_tcating_results/w nnn- pkg_ Doc. Rework 1232 2-22-78 C-233- 9 Pnnk n upport vn11 Embeda,_ received _.ai_thn J _13-78 J. n1 i rer No 2-24-78 '

jabnita.with nhnnt 3 nr ihn c_391n onrm minning- NQnCODf0Emalice' J. R Slifer 1933 2-23-78 C--305 Naled _ bars nut withnut' Project nr nenident Enginenring_approvni-12314 2-23-78 C-230 .__C oncre.t e_ Air _ Cont ent,_.for_p our_A(f>59)p Telex 3-16-76 S. Kirker p1r nna wi th high and 'indatnminn tn niv Use as is 3_ph-78 1235 ?-21-78 D._Oshorn E-305._._ASMR s A-193 crnan n7__studa: ma t '1 markna JSMR S A1914,_,.Documentatinn nhown_nat 'l in ho R Al g3_ ,0j dC ,t.

n 1236 2-23-78 Jh5hAC. nn spray _Iwpa,1 radiocraphin_repori_mianingi NA &

_Hotor_Dperatora_.Qn_pnmps tanned wrong. _ Dor.Rgwork '

1237 g 2-23-78 _J-201. Main Con trol Boards. _ test yngor_to sed _t._d_p_JLodoc.Rew Ne as is n ( _ agree with specification, finish ps ; int record not ceetified. .

g v v -

)

fm p 3

. ) Q - 'J LOG OF NONCONFORMANCE REPORTS

' Midland PROJECT NAME 1 07220 a 83 JOo NO.

2 PAGE 3 4 5 6 7

NCR NO. DATE .

DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1-23Q. ennnrnte-hisch ninm_n at and_of_line for pca 1230 2-2b-70 _

Travel mir. Pour _A(201)a' b-2478 B-20, ElectrlcalPcngtra_tions delivered to the .iobsite use as is D.L. Osborn

~

1240 2-27-78 I bl6 h ieM b fI E b l NO bN kh4

- 1741 2-z/-/u U5 Obt meet criteria of~ QA7QC Procedure UZAD0b Hev. ti F 24253. Nucleai' P1pe tittings, Purcnase Urder requirer snort radius ells, long radius were deliverea. Reject

- 1742 2-27-78 <-hh Dw3. C-695. Missing Slab Rebar in fuel transfer wall Rework

n. nufr ri_our to t i . 647' 5" -

Telex h-3-70 F. M11sovic

~1243 2 78--- C 231. Concrete Curing temp. tell below 50u on Pour Uso as is 4-6-78 D. L. Osborn A(572 5)a'

' 7M4 3-2-/8 C 233. Sleeve tmbeds, tne elongarion or snear std8s Use as is h-2 078 D.L. Ooborn ilo not meet requirement 3. f$k*rgt_ 3-9-78 7 745 J. Slifer 3-2-/u t-b3d. zBC005, 3" PVL Londuit, was fillEU Filii grout.

Aur Slab 0 ElerS84' Reject 1246 3-2-78 E-19AC. 15 KVA Invertt.'-[2720) received on the Mh-78 G. Brown jobsite with 2 broken me drs. Rework

, 1247 3-2-78 H-106AC. E-ME-907 & 963 do not meet acceptance ~4-24 78 _

~ ~

A. M. Labrovic Q '

griteria, { weld size) 1248 3-2-78 C-231. Cadweld, shooter not qualified to shoot verticals. Cont. #1 Refueling Canal Walls tree as is 1249 3-3-78 IU106AC. FR IT3, delivered to Standish I-ab Shop h-13-78 J. Milsovic without Quality Verification Documentation Pkg.

_ Doc J ework 3-17-78 D. E. Duff 1250 3-6-78 -M--132 Valves _in_ Aux _R111g_ damaged _hy_ construction and_ concrete _dehtis_on_1hom. g 1251 3-5-78 Dwg_C-226 Ream _nat--pl a ced_p e r_ req ui remen t_o f 5-12-78 *

.0wg_ B. Cheek Use as is 3-28-7B D. Osborn 1252 3-3-78 _C-23L__Concre.te_ Curing _AuL_R]dg,___ Slab 5 had a

_ surface _temperatute__dron,__MS_59_)P ' Use as is 1253 3-3-78 3-16-70 S. Kirkar

.C-23L_ Concrete _ Curing _ Aux._ Wall.!___ bad _a_temogralu.r_e

_ drop.__A(672.51a* N/A 3-8-78 S. Kirker 1254 3-6-78 A-41._ Jaint_StoragaJomp O_ Standish _FabmShop rnngeL above that_ called nnt in Spen- A nino_below. Use as is _3-22-78 R. Valentine 1255 3-6-78 11-305. the_desicna. tion of_cerrJne_ratinc_in_not

.atamped nn thn materin1. M as in 4-5-78 1256 g 3-6-78 R. Montreuil

' L10hA- Acupcol 1 U n-3-S631 has_rua'_seni n _

1ELB-10-S631-1-Irust scale covering ,30% of int. adrfr.c o nework %

)

v -

,r \

( f)

. . (y. 'v LOG OF NONCONFORMANCE REPORTS PRO'J ECT NAME Midland JOB NO. ' 07220 '

FAGE

. NCR NO. DATE 'DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1257 3-6-78 _mlohA_JLC- Pipe _ Spool._0HBC-15--S618-1-1 anlivered_to_ -

_ site _with Jocumentation Jiscrepancies. nne._Rewnri- 3-28-78 M. Donovan 1Z58 3-6 Dwg. C-109. Dike Embankment Soils, 60' of dike c ross-section not documentea u~yTC~T{ecoras. Use as is D. Osborn 1259 3-7-78 FI-T T6. no dJcumentation received for acs Mikeup 3-17-78 Pumps. Space heaters in motors are of wrong wattage.

12bU. 3-/-/8 ~M~l!6. Unit I Steam Generator teedwater ifeader.

No documentation has been received. !

1251 '3-7-78 J 201. flain control Board, conduit in sections icT2F !

~1C2271LTJ/TU23. & zcl372CZ3 are not color coded. Rework IZ62 3-8-78 Dwy. E750 cable Tray supports, bracing installed 3Hu 15 hut in accordance willFdWg*

izbJ J J-/u ff T4. ADxiTiWy feedRter Pumps iP650 T'2P056, Dude 5-11-78 D. Thompson Idf 35iTg-documenta tion Doc. Rework C-231 - Service Water Pump Structure, concrete surface 1261 3-13-78 out of plumb. Use as is 3-17-78 1265 3-10-78 M -106 A C. Channel for hanger Z 1/Z"- ZCGB-28-Hld D. Osborn

' delivered to site wong size.

1266 ~3 13:78 Q 31. Indeterminate dry concrete. K(6*T3-~5)a ' Jewow 5-h-78 D. Duff 1267~--- 3 13:78 C 248; Cv251. Embed Plates omitted, Tilt Pit Fuel

Pout. aux. ullig.

rk 1268 3-13-78 Dwr. M-?83. Sluice Gate frames and slides installed 0 incorrect locations. Service Water Pump Structure. Use as in 1269 3-13-78 Ji-305.__ Mat'l received at tha jobaite_with illegible...

ma* inca _or_none_at all . Reject 5-15-78 H. D. Foster 1270 3-15-78 _n-A wr sluice _cate_Eaatenera do not havn -

IZ71 - '-~T 15- 7 8 HEN. b nS EINNN'the applica ble welding procedure. l'W 5H i, aux. Uliig. Use as 13 5-19-78 1272 J. Huron 3-16-78 J-2_0A0_,__El ec tricaLEene.trations ,_ cable _ chaffing, - '

JoJocumenta_ tion.__

1273 3-17-78 _Dwg_. c-173,__31_ss_irg_ Reb _pr__ Cont,_f.1__Ref_uel.ing_ canal

.31ab. Use as is. 3-30-78 P. VanderVeer 127h 3-20-70 c-50. __Bolta AStuaalor_Personnol_LocksJmvo_no .

markin or dwgn do not specif 3-25 78 -- C-230.ga, venjrlinir ichlIfialorT~-~~y'-type to be used. -

13)yan 3275 Uno An In 3-22-78 li.K. ,N.utplo

y. ,

gy

,V p .Ll LOG OF NONCONFORMANCE REPORTS i

1 PROJECT NAME fiidland JOB NO. 07220 a ~

PAGE 85 2 3 4 5 7 NCR NO. DATE DATE NCR '

NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1276 3-21-78 _Dwg. C-1021-- M nsing_Rebar_ Dowel, ni nnel_Genova +ne '

Std. Repair h-ll-78 D. Osborn 1277 3-21-78 C,.304._Wal d a acenmplinhca in vola nymbol_batveen 1-1--77 and_3-6-78 are indeteuninate. Usa an to h-29-78_ ._.J. nuron 1278 3-21-78 JWg._M-Bh6._.N Ondavv nhi eld _wn11 mianing nne_ embed _ca. Rework on_inside and natsida rane- El 426'0" Cont._g1 -

_.llac_aa_in_ 3-23-78 P. VanderVeer 1279 3-21-78 $_ Star nroute_Bullentin no- 019761,_Grnut nnt nured_in_ -

accordanco with_ACLxecommendations: Use nn ia h-l %78 S. Kirker 1280 3-21-78 C-.231 - cannvate Hatnh weighta,__Tickei_.IIn 96hp1 &

2614 23_are_ overweight _on _ccment._.JLu r- Ridg. Use as is 5-9-78' 1281 S. Kirker 3-21-78 F- 2hlsh9- ntn i n1 nss_ Sten 1 'Pubing_dellycred_to_Johalie___ ~

with_inside nP +nbing aivty- Rewo*

1282 3-22->78 C--231. noncreta enving_ ._ Aux. El* ag._WalLg6_Ma a surface _temperaturo drop._ Una an 4=

1283 3-22-78 P-3106. G Star lion-Shrink Grouts, failed comprehensive s tr.engtit_.inni.

1281;

_Use_ap is h-12-78 R. Sinle 3-23-78 A g. C-69h. structural _ Steal Embed _not_planad pnv

_ requirement _of_dwg (L12h,_E-10b) ILee_rs is T-h-78 P. Mijaoy_ic 1285 3-23-78 .M-106An_

p{pg_ Hangers _E-MD 0014,085,E_I6609 Q},p11-01 8 146 1286 3-23-78 4-75 ,9146,979-01._Do_ no t_mo o calumn eight ne ihn c_.321_n romt_accep._cri torld2_g,add 6pgg, nubmittoa with anality _ Verification Documentation; Doc. Ta mr); h 4 D._JL._Delaney 1287 Lindernized_Walda_ __Scinmin Tray _Supporte J-2_3-78 Jahle_ spreader _ltoom, unit 9 ysa as is 1288 s-30_.78 J. Huron 3-27-78 C--23L_ concrete _ Curing - covering _waa_ removed _ai tha end_of the__cItended_ cure. Pour _SWI(629,$)a Use as is 3-31-78 S. Kirker 1289 3-27-78 c-23L nnincorcing_ Steel - #7_ shear _iie_in_NH_ wing '

wall nf Cont._#2 in nrposed. Repair 1290 3-28-78 c-.231_ concreta envins' Temp ___ Temperatures _for_nnnnent 3 Use as is piers _.in_Ser Water _Discharga_ vere _not_chenicad aa apeci Clea - 3-31-78 S. Kirker 1291 3-27-78 E-20. El eetrical. Penetrationa_ _$_penetrationn_ deliver 2d Use as i to_aite_with_ cable _ chafing "0."_paig_pressurago_docure.ttation._n_e1 air 1292 3-29-78 Jh106Ac.__ Field Releasa_#18,_ seller haa_supplica nong Grade of Carbon _S_ tea l__ Elate. H/n h-lh-78 D. Duff i1293 3-29-78 Cement _icstedifoi _L'ostcodiIgnition-rosulted_in- a 208 Use an is $-1 8 1291; failure _ner_CPenel, E-20. Elec. rations insta11ea,suon thst iBatus 3-3k,-]78 T. Lieb 3-30-78 Use as is O. .4 i .'- _ , used, methods used, renders the D. Thompson

. quality indeterm .najts, QNMl &: '

.J

, ,/ y .

f

.-- /

LOG OF NONCONFORMANCE REPORTS 1

1 PROJECT NAME Mialand a.

JOB NO. 7220 86 2- PAGE 3'

4' s 6

>y

. NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY .

.C-626. Missing Dowels between_.tlic_ppntth_ west corner 1295 3-31-78 Rework of the south bec. shield wall. Une_as is h-1-78 P. Milsovic 1296 1-h-78 -

4

_E-20. _. Ele _o_tr_ica1_Ecpetration _ AngegLlica,_Iaccived

_ b at _ Doc. Rework 1297 4-4-78 alte_with_no_docurneniation. 921h5 chafed _inhoard_hoxm Use as is 4

_Dwg._I_93- Duda g_fi 11 i ng_af_the_coolin9r ter_Rond_

1298 4-6-78 ~ff"I^b"} f, bhYk*YNd JM W$bNtek" nn slab H. " " ^~ ~ "' " ""

4-#6 dowels omitted on slab #5. Aux. El. 67T' Rework 1 1299 4-5-78 _Dwg . C-99. #6 dowels incorrectly place '_between the ext. wall of the SW Pumn Struct and sumo walls litd. Repair h-7-78 D. Osborn 1300 h-10-78 Dws._C-1022 /M 'Ples_wnre_nol_ installed _Irom_Elev-63h=6_tn 6h9 '-0",_Dienel_Generainr- _Une as is 1301 1-10-78 __h-28-78 A. Lamach 4

&l0hC-AO. Pipe _ Spool.8"=lHBC=98=S619 13-9 hna n !

maan anta_ plate with_nn mannenn+ uran nnmn nn it Rework '

1302 1-10-78 4 &l0hA- AO. Pipe _ Spool 9TTRO-932-S657=h-2_fahhna in

. wrong _vandor_ dug-1303 newnrk

'h-13-78 _C=230donorate Cylinder _Etreogths - Sets 2981. 2982.

_and_2985 dia nnt_meel_6000_ pal _at_90_ days.

1301. 1-12 4 ,78 E-20. Electrical Perigir_a319n_Asanulkly - Module C la___

leaking _and_han_ caused _ conductor _ insulation._to_nwell A upand-1305 h-13-78 2wc. 2-613-h:5,__nanger has IDcDmplefe_ field _Ne'ld.

numbern h nna g. Rework 1306 h-13-78 E=30h. FAWS_Werc_fDund_in_he_unaccepatable_ dun tn unanrn12a,_overnien nnd_vnla anenntn- m Ah6' uni + 9 _Vgg_as 10

. 1307 h-lh-78 5-10-78 J. Huron E_201__ Electrical Penatrations received @ .iobsite without_nocumentation_&_had "0" psig_ pressure reading.

1308 h-17-78 C-213. 80 Anchor Bolts - C660-1F size of bolts sent

do not agree with Bechtel approved vendor drawing. Rejbot6 h-26-78 C. Gwin 1309 14-17-78 M:lh,__Atix J sedwater Pumpa,_lP-03A,_2P-0_5A,_documentati s -

on fo.e.a._not agrpe wijh_ material sent.

1310 14-17-78 Doc. Rework.5-22-78 J. Slifer M-123B._ quality _ Verification Documentation _ required _is minaing_Natil_ Cert._of_ Compliance & Elecm_ Tent _Reporta. . Doc. Rework 1311 1-17-78 4

Dwg._C186 .__h80_Y._McC_0Bh5,_0Bh6. , _f ac e_of_MC0_c abinat_

intermittently _ welded _to _iha_ face _of_ foundation _padt 1312 1-18-78 4 _F-3091- 8 Anchor _ Plate _Dahnda_xere not inspec_ted for drawing _configurailon ' Rework 5-19-78

1313 i h-18-78 _C--50D._ Air _ Tanks for Personnel Air .s Locks receive J. Slifor w .,

with_no 6 hop inspoetor's release oc ,s, ,bocumen tiition.g y .,

. . -. --_m , . - .. _ , _ _ < . _ _

m.

j '

' LOG OF NONCONFORMANCE REPORTS ~

1 g PROJECT NAME Midland JOB NO. 7220 07 PAGE 2- D3- 4' 5 7

NCR NO. DATE DATE NCR '

NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY ,

f '131h; 1-19-78 4 c-91. R1uica_Gata ti rting Platea_requivad in ha ARTM_A3f 3 ,

[- recahed_on_siin_ASTlhA283-75D.

1315- 14-19-78 n-20. weld Neck Flanne. scratches _on the_ machined-I surfac c_of_Neld_ nock _flangc_2Z-12h. Use as-is ,

1316 1-19-78*

4 EL16.__. Makeup A=p Motorn, Vendor Print _for Purnn Doc Rework Motors call a one healera tn ha L! 4 00vattadB00watta nra 11iatalled) 4

_1317 1-19-78 4 E 233- Hatch _ Caver _mkJh52_ received a the Jobsite with ona ahear_atud broken ner. Rework 1318- 4-19-78 mwg._C-186._._ Anchor _Bolis_for_HYAQ_ Equip _ T/Eolt

$crYt Nes""an^d r"u"sk M Y N 7'langes plus damage -p 1313 4-20-78 to conductor insulation. . (E .2.01 Rework h-28-78 F. Ringe E_2A Scratches on the sm : ace OT Weld Neck [

1320 4-20-78. ELanges i 1321. h-21-78 _J-202._Anvilliavv/ Local _ Control Paaela,_nat_Drimed $c Doc. Rework rinished_irt. acc ordanc e_with_ specific a tion . Use as is %-26-78 D. Delanov 1322 14a21-78 L101 4A. Pi pe_Sp.cohrec ehed_at_,.the _JobElie_ chained

! down wi th CR nhainagesul ting in runt _tn tha nponin. Rowork

. 1323 h-21-78 J-2730A._ Erade_and process of manufacture is not

_ legibly _atamp ed_on_61_piec e s_.of_j am_nnt s . Reject 6-18-78 R. Montreuil-p 132h' h-21-78 4 M-6h._ Emergency _ Diesel Oil _Siorage_Sanks - installed in tha venng_ location.97-78A &_2T-18B (locations reversed) Rework '

C-38. Ten (10) ASTM Ahl9 4 Bolts were received on_alla_ _ '

132$ Ig-2$-78 w1_thout required markings.

Reject 5-23-78 R. Montreuil 0 - 3_0 13 Undersized weld measurement on welded angle j 1326- h-25-78 iron connection. . Rework i 1327 4-25-78 C-231_14_caduelds_ shot _by_an_ungualif.ied . shooter .-

Aux._R1do._.EL _628' + 25' E of 9.4 Une .Use_as is 6-19-78 J. Moyers 1328 14-27-78 _C-30h. c11pa_to_ wail 7. Beam woro welded d and released Use as is from_Comho_ Shop _xilhonLQQ_ Doc _umentation Verification on accep.

1329 h-27-78 J)wc.C627WeldeLplatea_were_ fabricated in lien _.of_ bent _

platea_wi_thout__Eraject approy_ed_drawinga. '

4-4-78

'. 1330 1-27-78 4 Rws._c-153.,_ Ara _Strika_l "_hi gh_by_s " _long_by_1/8 "

4epp_on a.truolural_heamJn72BL '

__ N]A J. Huron'

'* ~ ..S.td . Repair _ 4-9-78 ._ ,1,_Ruron 1331 1-28-78 4 DwgmC--695._21ncoro_Inatrumentation Tank Supports -

Rework I wera_fabrica t e d_in_the_ Comb o_ Shop._to_ en_uncon t rolled _sk ttch.

. ,,. 1332 -F-22 82 -- 1611_pca _Qf_344't nuts havo . illecible s.

j p (', (,'h-28-78

~

.markpng._

/ _Rejeo.t w 1

n ea.. q)

'] '

'9, -

y

. f . ._ .

LOG OF NONCONFORMANCE REPORTS t

'l '

PROJECT NAME Midland '

JOB NO. 7220 00 PAGE 2 3 4 6 5 7

/ NCR NO. DATE- DATE NCR '

NONCONrORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY

/1333 1-28-78 4 C=233 natch_ Cover we hm was received at the jobsite with_one_she_a_r_atv4_ broken orr. Repair 13314 1-28-78 4 .C-50. Equipment Hatch s/n 30398 has a charred area on_,1he.. exterior _cDa11ng coverine approx. C'. Repair 1335 5-2-78 3 19" Unid Nenk vinnae 92_lbl - han_acra tnhan nn tha vained manhinna anvensa- Rework 6-26-78 F. R. Rinne 1336 5-2 l-13 __ Concrete niosk_ Wall _#Lh_=_ Work _on aall_was

.atarted_without_D.C_natifica tion. Elen__63h' "R" A 5 6 1337 5-3-78. C-208 ___ Cement unavn 'TeataJ67 A 66 arceeded_ tent range _of_120Q_tona- *

'1338 5-5-78' F-26611. t 5" SA-106 GR. B Sch. 80 CS Pipe delivered to jobsite_wi_th_only the_ Heat d's marked _on_the_maiorial.

13 3) 5-8-78 a-20 d len.__Zenetrali_o_n__Aggembly_nkgo lacking ouality ya:.i rinatinn pkg A OnnlificailonJest.

1310 5-8-78 A s E-717- wari7 naam A neiamin Pray nancer_encinned.

in-concreto_blonk uall ,_.The_Benm nnitn vern nnt torquod-1311 4 5"8-78 .M-614- Tanka received hava_ excessive ruat. loose _descicant

. catting alag, _wald rinv A documentatian prnhiama-1312 4 5-9-78 li--305atalerial_diLnQt_haYR_ heat _ numbers or. lent code s Doo Rework mrked_nn the_ pipe._. Missing _G_321-II, Mill Test - no_hea t_# 's . 5-17-78 H. D. Foster 1313 4 5-9-78 rc20. onnlity yerificatien_Eackase_for veld wick _ Elans >

E/R5001307_7-01 han not_heen_ received a the_jobaile. Doc Rework 131144 5-9-78 .Jawg._A:20_.___ Block _ Wall _lh0_han_hnen_cangtru_c_ted with Rework mn_pravisiona to_accomodate_Jnatallation of rebar or li. it_el ror ontnine.

1315 4 5-17-78 F-131!0.

44 qtruc_tural Embedments,_num.ornva_ problems Rework noted_in_a_ review _of the_ weld _ inspection _ records Defect 1316 4 Miso._ Structural _SteelJumerous PO 4's _ numerous '

5-17-78 probinma noted in a_. review _of_theJeld inspection _recorl a-1317 4 5-11-78 _C-231._ crant vnaa fnv nni t 9 nov snia vaaa havn

_unsonna arean . Bl an_609 ' -3[r" ' _Rejec t 1318 4 5-12-78 ._spon1 inCB-lhes612-6 2- Printing spool _ identification.

_doen_not_ agree _with_ design _dwg 9 8" piceca nn heat _ID 1319 4 5-11-78 _C 1140,_C-174 concrata covarage_ rov #11 int- Va n %. 5 ao .w in '

_exceedn 1imiin O contt._ Joint nr temporary _oponing An S8$' _$__lg __]R L gnycra 1350 5-11-78 _C_233- hn nn al Pmb eds_nur.b ere d_1SWBWEl-L ,_.1 SWBWEl-R - N/A A 1SWBWR9 have_ welded _ joints _ "

1351 5-12-78 Iwc C=2m_One #8 vertical relhatar-aro_niLthor-snug-nor_rlush cu o_the_temnprtry -

y , penetration _in__5t6 line wall. Aur.. .. Bldg._Elev. 6142 '_6_"

f% i (N

t

. (b)- ( .

L/ -

)

. LOG OF NONCONFORMANCE REPORTS

!O i PROJECT NAME Midland JOB NO.'3 7220 -

gg-t pm 2 3 4' 6 5 ,

. NCR NO. DATE DATE NCR '

NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED 1 CLOSED BY 1352 5-17-78 3-h2_._Sainmin c able_ Tray _ Support - A32% bol_ts were ~~

_ torqued with_ wrench _fo.und._in_he_ ant _of_calikration. Aug .,

1353- 5-17-78 A 20 El an._ Penetration _Assemblisa_ __. Don. Pke- not

_ received at ,jobsita _ Pent- 97.159 haa n paig vnnai"E-135h' 5-18-78 A20. 'Rien...Penntratinn AnSemblieB___.DQc. Pkg not

.recelved_at_,jobsita . a/n_AS-.131-5_Namep1 a +a aiacrepancy 1355' 5-18-78 _Dwg._C-299- Nd's shown_.on._Dwg._ lack details of groov e

_ welded _, joints _.and_preperati nn nf mat 18n. Any. El _ 70); '

1356 5-18-78 G-27 __ISK MPC-2-2091 'Pha vn-4 and_WR--6s_for_ %MEC- Use as is '

. _2-2021 Field _ Weld h_have_been_ lost _during in-p ocesa wol a i ng. 6-7-78 J. C. Huron 1357- 5-18-78 .C-653- Arn nougea_on_ Beam,_ caused _by__fauliy_WelalPF

_ cable._ _ Cont _#2_El_659 ' nnpni e 1358 5-18-78 51._31 1 1 MV OA Tlata_Packagen for Tnntrumeniatio 1 Cabinets _have not_been_ received-1359 5-18-78 J-202._.Jelding_waa_ begun _on_. Inst._ Panel 9n150 with no_ proper _ authorization. Elev._6851_Aur 9 __.

1360 5-22-78 C-30h.___FAW '.n_found_to_be_unacc ep tahle_due_in__und.eIRiAe oversize; and nther_ weld _dafecta._ Aur 111dg-1361 .5-23-78 M-10hA.alpe_ spool _2 ECD-lh-s6oh_5-2_cannet_he_unianely_

.identi rina 9 spoola have_same_ number-1362 5-24-78 C-231.___Cadwald_ tent _splicea were._lort_.ernecAirite test frequency _fnr proanntinn_nnd - niater_spliena.

1363 5-25-78 _Arg c-651- Angle _ta E-3_gmbed fil l at_vald _ undersized _

. Cont._g9 El av.__626 ' RcWork __

__1-13, Compressive strength of TrofLMatontar_.doen j3%

_5-30-78 .not._ meet _ spec requirements-1365 5-26-78 ._.M-215.__10_ pes _CS_P_ipe - 2 pos removed from receiving _

wi.thout_QC_inspec. tion.__ traceable _hea_tq_noJ_ mark _ed_. no iraceable doc .

1366 5-26-78 .M-123C._ Check _Valvea.2h-CCB-CK-1. S/R_2N-799_&_2}-CCB-CK-1

.S/N_2N-789_ araUnits

_ min cing..the _ Hinge _ Pin _ Covera ._Aur._._605 '_ .i 1367 5-31-78 Dwg C--195 MCC_ _FilletJelda_._3)iatance_be.tve.en weld s_d o_no t_ agree _with._tha t_c alled _out_ on_dvs._ Aux .

1368 5-31-78 _c-208.- riva. concrete _ curing _ tanka _ stored _in temperattu es ,

-oxcooding._requiremento_ called-out by_AS'IEC-31-69_ -

1369 6-1-78 M-10h,1- 'rwo_ Pipe __ Spools _have._the_name__ spool _ number._.__

y

._lFCB-lh-S603-5-2_ __ Aux..llev._600' 13i0 . 6-2-78 M-336.__._Nuc1 car _ Wye _ Strainers _ ._ Cod ~ Aata_ plates _detac; ted m fr.o.ntatrainera,_Jnc.or: ec_tly._identi fled,_G-321D_inco crect: __.

t ,.

9 ' ,i

( __ _. , ' (, , ) U > .

_~

L. ) G) . Icilh lA L &- M-

+

.f ',l M., ' * - - j

^

NONCONFORMANCE REPORT .

l. PROJECT NAME JOD NO. 10, 20.

NO. _ PAGE 1._OF3 s Midland 7220

2. UNIT (SI- 3. DRAWING /PART NO. nEV 4. ITEM DESCnlPTION . 5. ITEM LOCATIONg3( g311 Co_ mon _ N/A I

!!/_A __c. o.nract.c__B1p_ck, Walls #4 4 El . 63,4 '+ '3" 6 ._5. 5 ,

6. P.O. OR SPEC NO. 7. SEnl AL NO. 8. REPLACEMENT i' ART 0.SOURCC 10. CONTRACTOR / SUPPLIER N/A N/A P/N_y/A. REv- -Nb'c SER NO. -N/A- . Construction N/A _,_

+

11. INSPECTION CRITERIA in NO.J{/A 12. ASME AUTilonl2ED 13.SKETCil ATTACHED 14. Discovered During 15. Erinip runnistied ny 1 R E O* D I IRec*g OtlConst ( ITest i IClient i IEna IX1FLD (IDWG ()Q SPEC 1 i OTly NO A-13 dev. 2 "/s,P ( l YE.S (M NO

16. NONCONFOnMING COellDITION: 24.

Specification 7220-A-13, Rev. 2, Para. 9.1.2 g ten in ISPOSI 10N CONCYnljNC __

rewd reject ~~repaer use a.s is part.... "The top surface of concrete to receive man...<y shall be clean,_n1a11_ 3 . _ . _

have_the laitance removed.. roughened...." Contrary to the above, work on Illo_gk PrIOJECT FIELD ENGINt;Ert DAit Wall f44 was started without QC notification and the horizontal construction Pit OJ ECT ENGt N E Era DATC Joint cannot be verified. PFIOJ CON ST H QC Er4G8 r4E E rt D A T r.

"Q" List #2.001. lloid for Engineering Disposition. 1 lloid Tag Applied.

AUTitOHl Z E D tr45PECTOst DA1C

17. REPORTED D e JATE 18 VALIDATED BY DATE .,

e ~

21. HOUTING: ' I I TO' FIELD ENGIN't'EnlNG

, J .- - ' \ %/78 \ gik k Q I I TO OTI RS (SPECIFY) c.u-77 5 R

g-

"'~' ~

22. I I Field Engineering Disposition p4 Field Engineering necommended Disposition in l'rusect Engineering Disposition Requested)('by: 5///r/78 n.W. #44 has been builti to a four-foot _ , _ _ _ _ .

lift. Neither the masonry cores nor the 12" cavity between widthshave been grouted. .Th'erefore verification of'horizental construction joint can be made -

at any time. Field Engr. certifies that construction __ joint has been sand-blasted.

"lise as is", f ;c{gg y JDg.,Xglpg _ _ _ _ _

23. PnOJECT ENGINEERING'DI OSITION 5 5* - _ . ...__ ...... .. _.. . _ .-

l 23. OC Arr.EPTAfs'CE s sW OC ENGINEER DATh i

DA g r.

Allillonll.1.u t tlLr t:C T Oli l

%,l .

i

' Y= f3 , e- 9,K 'l

'*1 Q] J H 23 ~

d NONCONFORMANCE REPORT

1. PROJECT NAME JOU NO.

ig .O

-.4'r-

.r .

Hidland Projecty_ Units 162 20

2. UNITISI 3. DRAWING /PART NO.

722_0 NO.1337__ ' i>elGE l ._Or_

REV 4. ITEM DESCRIPTION Com:non~ 5. ITEM LOC /. TION 1 N/A 11/A Comcht Users Tests G. P.O. On EPEC NO. 7. SERI AL NO. On-Sito Batch Plant D. REPLACEMENT PART 0. SOURCE 10. CONTRAC TOR / SUPPLIER C-208 Rev. 13 N/A P/N_N/A__ nr;v.n/A_. SER NO. H/A__._ ubcontractor I

11. INSPECTION CRITERIA Champion _

IR NO._SC/1.05-69 13. SKETCH ATTACHED 14. Disc.svared During

()DWG C0 SPEC i)OTHEn

16. NONCONI ORMING CONDITION:

NO.C-208 Rev. j S,$f l}l12.

@ y "nh0'D ASME ()YESAUTHORIZED (X)NO l ) Rec *g ( )Const 00 Test 1G. Equip Furnist.ed Cy

( ) Client ( ) Erg CCFLD Specification C-208 Rev. 13 Table 1 states that cement 24. DISPOSITION CONCORRENCE

._ users _ tests _.should_avor_ age out as one test for every.12_0.0_ tons _used; but not to m,D reieci f752ir~T use as is_

i 1- i

_ exceed the_snecified frectu_ encl _by_more than one truckload. Contrary __to the above, Pff 0J CC1 p'8 E 4.0 E te Gi rw C C f. EJ A TE

_cen:ent us ers._tes t__#6 &_Was_pample d_a t._20180.Jt3_ ton aand .J 67 was c ample _d a t 21467.85

, e'H OJ E C i E p4 GI N E f H DATE

_ th ereb y_.cxcee d ing_1100._ tons._by_B6.512 ._ _I t_rtho uld_b eJ1o te d . tha t_cc men t_ u s e rn_t e s t____ _ _ _ _ _ . _

_ . ave r.a ge_.le as_th an_th e_1.2_QQ_to D_s pe c i fi e d . "0" listsvaries. No hold tags _pgDlied.

Pa4 0J CONGTs4 QC L N Gus L LH_._..__._l OAIC AUTitOfte Z eED INS 6 E CTO st DA.C

17. REPO ED Y

DATEg/g/f;/..y* , 18. VALIDATED DY DATE # 8' '8 ' ' " """'8 O

G- 2- *2 5 b /

21. ROUTING:

. L _%c"

,_ (CINEF. RING $ b.d l ) TO OTHERS ISI'EC!FY)

.._ __.ksb~l _ _ . _

( ) 10[ LD 4

22. (,) FitId Ent,ineering Disposition ( yt Field Engineering Disposa lon tc. Recommended quar _qt_

I Djls gsstioetio Project Enf>ince in y __0/78

.__.Ref__et toJ_roject_ Engineering _for_disposit.isn.__.Icit._tesu.lts_fp_r_ccinqltt_.!tser_t_qst_.. .

6Tand/or cement user test #67 will be forwarded upon request as soon as they

-__bacp_me_qvajla_ble,___ Attached for your reference is a list of all shipments of

__ccment_ received between user test 66 and 67.

l

23. PROJECT EllGINEERING DISPOSITION

~ ' ~

2G. OC ACCEPTANCE OC ENGINEER DATE AU HIOlll2ED INSI'EUToll DATI y

"-',w

- e

( ) ._ / -

3

....e. ... ....,..,... .. _ ... - .,_....

NONCONFORMANLt REPORT CONT'D

....._,_,m,(m _ ) .. ...., ., s.cacc i_ac__

, _ , - ~. ,.

... ..u. o. h 1337_

.,.m . ...

_ .Bl _ . .0C..K.

.22. _.C.0tlTI.llVE_D CATE RECEIVED USER TEST !!0. I T0!lb5ERECEIVED Cul1ULATIVE T0ritlAGE 4/10 66 34.18 20180.93 4[li "#Y[.55 20T18.78

~

4/12 34.13 20252.91

- 4L13..- ._ __.38172 -

4/13. 34.23 -

.__._. 4 /13 .

34.06 20359.92 4/17 34.27 _

20394.19 4/18 34.94 20429.13 4/19 34.00 -

4/19 33.77 -

4419 __34.39 -

4/]9 3_4. 1._4

. . . _ _ __ 4/19.. 34.11 -

..._. _4/l9 . . . . _ _ . _ . . . . . . . _ . . . . _ . _ _ __

34.13 .20638.67 4/20 37.93 -

4/20 34T29 20710.89 4/21 38.62 4/21 3.4. . _5 9

. 4/21 37.88 '

4/21 37.93 -

_ 4/21 34.42 20894.33 4/.25_ __,_ _ _ _ 34.92 -

__ _ _A/25 __36.09 ._

2096.5. 34._ ___. . . ._

, 4/26 34.03 -

_. 4/26

- 34.69 -

. e s. 2 ... . . . ,

. 2 m . Co n t. .i..n..u e..d_..o.n. _a.P.a g e . 3;

a. . . :: .- e esoe4 3 Wtdte Copy - Orlnin.

i tor Can.rv C.py - F41d Engin r Pinic Copy .- PQ AE cold.ared Copy - Oc v s U

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NONCONFORMANCE REPORT (CONT *D) e.ncrEr3 se.aca ao. 1337

_ ROCK _22_C0flUllUED.; _

DATE CE VED USEP. TEST (10. T0titlAGE RECEIVED CUliULATIVE T0llflAGE

._.._ 4 /.P.6 39 68 -

4/_26 38.63 21112.3/

4/27 34.20 _

4/.27__ 34,34 -

4427 34 23 7.1115,1.2

?

4 /.2.8 34_.0_3 -

4/2_8 i 36.27 -

4/28 . 34.80 -

4/.28 1 3LP,3 =

4/28 i 38.78 -

4/28 i 33.96 -

4/28 67 e 38.06 21467e85 kt . NNJa_OE 5/E1/78 I

/ Mr . syg. ../zf-

~

~ _ . - . . - . . - - . . . _

. . . ~ . . . _ . . . . . . . . . _ . . . . . . . . _ . . . . _ _ . . . _ ~ _ . ~ . - . . - - - . -

4

. . . . _ . . . . . . . . - . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . - . . . . . - _ . .....a _ . . . . _

w...-r. . - ..s. r . r. ... .- .-n ...' . u?n. .. .

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. .a . s 19890 2 White Copy - Or tolastor Cenery C.opy - F I ks E ngineer Vink Copy - 90AE Goldenrod copy - OC e

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1,9, 'f .g g r ;

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10.}:*

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NONCONFORMANCE REPORT

Y .'i 1. PROJECT NAME j JOB NO.

i L ..* llidlanr1 7220 19.

NO. I I E,

20. 3

' PAGE!_OFS

2. UNITISI 3. DRAWING /PART NO. REV

4. BTEM DESCRIPTION . 5. ITEM LOCATION ' M Indetermit.ntn n/a n/c 5" "r,.105 cn. r. Seb. 80 C.S. PJpo '! . t' . U"I! fo~ M ii'

6. P.O. OR SPEC NO. 7. SERI AL NO.

8. REPL CEMENT PA RT 9. SOURCE

}

10. CONTR ACTOR / SUPPLIER

. . ', r, i . F_-26f.14 Rev.0 n/a P/N H "_REV SER NO.

<gpy]Jer Chicnr.o Tube f. feop I

. 11. INSPECTION CRITERIA IR NO I'~I 12. ASME AUTilORIZED

' ' h(r. ., (IDWG lISPEC CO OTHER NO 3e. ' 00 fil k .Wi3 16 l 13.SKETCl! ATTACitED l l YF.S ll) NO

14. Discovered During 15. Equip Furnished Dy l.'lRec'g l IConst l ) Test ( ) Client l lEng ' IFLD l{ f[EU O

- 16. NONCONFOf1 MING CONDITION: ** A AmfF. SactJ on II Pn r t. A,' ev.?i~ c.tt"n fiA-10( requires the 24. DISPOSITION CONCURRENCE rtarking to ber hydrontntic te.nt pronsure, l e n r. t.b a. , r.chadule number, mnurnctumt r reworkj[ rep.c a -repan use a} it-rinran or brand, the letter i AST!!, riper:1.ficar1on nudict. grrt lo, and on p! pat nirrus _

l - PHO8LCT FIELD E NGtHEE R DATE__

Inrnor than 4 in. . the int @. Sh ill bn Ptvrin. CovilT iry to the above, 2 pcs. 20' .'

long vere dal tvored to thn johmit<t ulth only tbn ile,t Iforeber mrked en the mt- "" "*"" ""'

PidOJ CONsTH QC ENGif4EEH DAIE AUTHOHtXED INSPECIOR DATE

. 17. REPORTED DY DATE ' 18. VAllDATED BY DATE as. DIsr si m N HEsutvs

. , . ~ ~ {

> A e 4 'o a l 1 SO f' f. b f.! $I AV *

? t ) h-(, 55?

23.' HOUTING: ( I TO F)ELb ENGINEERING I ) TO OTHERS (SPECIFY) 2j.- ( ) Field Engineering Disposition ( ) Field Engineering Re.ornmended Disposition to Project Engineering

9. G !

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OC ENGINEER DATE AUTif 0RIZED INSPECTOR DATE

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, 1. PROJECT NAME JOD NO.

19.

20.

{ gg9 g NO.1.1.. PAGE LOFi.

4

2. UNITIS) 3. DRAWINGIFAllt hdX REV 4. ITEM DESCRIPTION ^ 5. ITEM LOCATION Rn I t n 1 f_,1

22Q.E?04 2M1 - (~>.3 TT/A UI r d T t "r 1 Tene",In. tion _Asaet*M i n is

6. P.O 0ftsPEC OK 7. SERIAL NO. . .r*Ll.21c. t _

. 't *

8. REPt,ACEMENT PART 9. SOURCE 10.!CONTn At: TOR / SUPPLIER

/2EO. l'-EQ Pev. 7 r:~, m ne i n "/" IIll' REV' SER NO. ,, ,

11. INSPECTION CRITERIA in NO_.PelaCO 3Ig} 12. ASME AUTilORIZED

14. Discovered During 15. Equip Furnished By i

, (IDWG (5 SPEC ( ) OTHER NO &dLh'1L. *) }S,P@l%[, RE NO 13.SKETCil llYES AhACHED NO (IIRec'g ( IConst ( ITest { IClient ( )Eng ( IFLD l4' .

TV P-n 24. DISPOSITION CONCURRENCE

16. NONCONFORMING CONDITIONbr**P1 f f cation */P"OMD 2rf P1. _

'Vrf(fen 1P .1 ntat<m .o ,

relPCt rcpper] USc as ij~

?f*PhlfIC at10dDEMY hifind EMh vcn"tn chall im anh1thed nn mmttrett.Jg_pem FPWO8 l'

1-121 D. " Contrary _tq_the nl-ovo tM ouf, life:' VCIlfiU*b1CJLDichemf.*l tM1 cs the I IiU$CR,t$_OM DM PHOJECT FIELD ENG8HEEH DATE

@t$ ppd ITV d&MF-**qhAheyG QJ fj.ypflas f1T)DR fhagnpQg , 1

,FHOJECT ENGINEER DATE_

11._surm11ad irr th endce nt tha :toMita for ranatr2Ef rm t Pnn M110. (u/tr Art.1_1?-1),_ '

PHOJ CONSTH QC ENGINEEH DATC CML2Z156_(D/N M-13L-33h_nn m1'l (3/X11-13IdI61.htun'i7 (3/JLM-1L10).cna AUT8tOHs2ED eNSPECTO H DATE '!t -

&**L 1._TII . P ___

i

17. REPORTED DY

! .. DATE 18. VAllDATED BY DATE n. o:SPOSITSON HLSULTS g{ s l l . ? 7. ? j,/ , . , , .; . ;'

21. ROUTING: l ) TO FIELD ENGINEERING ( ) TO OTilERS (SPECIFY) (

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-.3 - , # ,7f NONCONFORMANCE REPORT

1. PTIOJECT NAME JOU NO.

19 20 I Midland 7220 Nd.Uh0_ Fii:E l Or 8

2. UNITISI 3. DRAWING /PART NO. REV 4. BTEM DESCRIPTION 5. STEM LOCATIO'N 2 E717 Sh. 1 3 Cable Tray Support Aux. Bldg.

o. P.O. OR srEc NO. 7. SERI AL NO. 8. R CEMEN gT SER NO. 9. SOURCE 10. CONTRACTOR / SUPPLIER N/A N/A P/N REV N/A Construction N/A

11. INSPECTION CRITERIA inNO = 1 - Ob 12. ASME AUTilORIZED 0;) DWG () SPEC ()OTHER NO E 1 T N RE 13. KETCil ATTACll 14. Discovered During 15. Equip runnished By II#S, l IRec*g txlConst i ITest ( IClient i IEag (MFLD g ) O YES -t&Nt{

16. NONCONFOllMING CONDITION:

UOX17 Beam and Scismic Tray IIanger enclosed in concrete 24. ISPoSITION'CONCulHedNCE rework I thiert I _ sep.ie ' T'u'w a} b_

block uall. Location el. 61h' North of col. If betueen 6.6 and 7.2. The Beam Bolts i I- __I

_@_y/_8") ucre not torqued. The beam uas installed per' Eh2 Rev. 31 sheets 11h & 117, PHOJ EC T FIELO ENGeh mt'ea~ OA1E The Cablo Tray Seismic Iranger Bolts were torqued. The PQCI_ Inspection ActlyiL

,/2.5 cannot be performed on 5-A325 !d' and 22-A307 f'. I i enosEerEnc.uEEn oAsE Sec1)TTAC#cr2._snetn-l e nos Conssa oc u a.uu... nAme 1 IIold tag attached to supports, g llold for ennincering disposition.

Au rHoel8 4 E0 GN 5s*E CT O N 43 ATE

17. REPORTED BY DATE DATE "'"" '"""**"I

18. gAllDATED DY SY. l Ne <'l $ ~

f f, 5$5

21. R 1) TING: ( l 70 f1 ELD ENGINEERIN6 ( ) TO OTHE RS (SPECIF Y _ ,

> <* -J C -?f5- ___ J

22. t.H. Field Engineering Cisposition 'Jr1 Field Engineeringp.src.. Recommended, t. n n Disposition to Projv .t Engineeringsw.*< -- 5,78 y

Retfork - remove block _ wall 1, torque bol s__to_propcr_valW.

k.

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l 1. PROJECT NAME JOB NO. i

.I ggyj g 19. 20. I

7 3 NO. Ni} PAGE 1.0Fd l

,. 2. UNITISI 3. DRAWING /PART NO. REV Cen .j. (TEM DE,SCRIPTIOfb'*d M1M P&r %"h PM 5. BTEM LOCATION m'n_Illn@ _V) If/A A *;1_DD* r_ID11 1 ted} Mar _AlrJ :rarn t ma 3;. s. P.O. oR EHdN66 7. SERI AL NO. 8. RE,PI,ACEMENT PART c" 1N21._A _-t-- 't j

9. SOURCE 10.MOU lll AtTfdidSUPPLIER P/N- 1IML REV ;

5[ [220 R-I)II RMJ II/_A SER NO.

g .)

7, ,,,,,,

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11. INSPECTION CRITERIA tR NO .U-1Jk' }) 12. ASME AUTl40RIZED

13. SKETCil ATTACllED 14. Discovered During (M Dwo IM SPEC ()OTHER NO W D )

"gf3 RE

]"g nO 8 lYES l})NO MIRec's ! IConst i ITest

15. Equip Furnished Ry

( IClient I lEng ( IFLD 4

,* 16. NONCONFORMING CONDITION p .,

( ng 24. DISPOSITION CONCURRENCE

intern 31_ atv1 ettartml merrn onJht1._im t]3rm>7 0v ch:an-4 for ell int 1Lgenh_ set.- -rewnr k I sciect Peiile~f use 1 1 1 l-as es-

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?f ettrbgn_stcol terh_rhlLlia Pend binnhLrur_ CEC-:Jf-10." (D'EC-lr-3.0_.ts n _

qa.3r-W ite Blast Cicentnf h Dim. Inn rwbpr 'T;'20-id!I-69._7?2016h-59-2 end 7700-!6 P R O J E C T E N c.0 P4 C E R DATE 50-4 for the eight tonks alnn retralra the ne.nr et t - etsr1 b1nct necording to satr.

i; I.;

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Cen't nr. 2

17. REPORTED BY DATE 18. VALIDATED BY as. ossP seie N nCsus.ts

- I DATE X,,1L. .ht t+.n.. vIr/n * *e I ' ,- v. J, .1. _ . .r.x. y5 i

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.Il172_irLthe interior _ot.the ta.nkes.

2. finecification 7220-?W6 Rav 6 renttiren Roelity Yorifice, tion Docmtmtation accordinst to forn C-71. it '"*;4 +

_ Control Insit,14Qtion mci-R-1,00 Ew 7 remtf roi docunentation required by form C-321-D to 1m ovatta'.iv. ],e- - a mtl_ traceable. Contrary to th9 ebm o. Onn11tr Verifica.t.'en nocenantation twmJ red has no n canal:11..II., t y IN1 H.7

.!gt4_tragenb111tr for pofA'LF_311^ted l'elc r.

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18. 19 20. 21 18.19Jh_21 11. 19,20, 21, 3S. RO. 21,_22. 17,10.19.20, 17.10.19, rrn 17.13.19. P-),

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, NONCONFORMANCE REPORT v,g .g.7;

1. PROJECT NAME JOD NO.

1'] 20 '

_ Eldland 7220 NO 13b3- PAGE 1_OF gigig g 3. DRAWING /JUQtTJJOC REV 4. ITEM DESCRIPTION 5. ITEM LOCATION

.Jninate__ _ _ _7220-E20-R_.9 _n/_A Electrical Penetration Weld flock Flange Whse. # 1 QC Hold gg0;p_g g s- 7. SERI AL NO. 8. R P/N MENT PART REV D. SOURCE

10. fffitfdgtRf,/ SUPPLIER AS-134-58 SER NO.

Rev.-o ~ Supplier Amphenol Sams Division / Bunker P.s.mo

11. INSPECTION CRITERIA ig No R-1.00-3005 32. ASME AUTitORIZED INSP 13. SKETCil ATTACilED 14. Discovered During 15. Equip Finnished Uy (lDWG Od SPEC ( ) OTilER NO E-2OJev._Il p IO RE0'D N9 ()YES (X NO PCinec"g ( IConst ( ) Test l IClient (MEng l lFLD

16. NONCONFORMING CONDITION: ~

npenif'1catiDn_7220_'-20_ Rey._5,_Parn_12,l_ states " Written 24. DISPOSITSON CONCURRENCE

-y* fj,"'_l--"'Ch." ' * * " -

certification and/or certified test reports shall be submitted as required by Form -

G-321-D. " Contrnry_to the_above, the Qual _ity_V_erification Package for the weld -

M-- -. S d

_ neck flange P/ft 50013077-01 S/N AS-134-58 has yet to be received at the jobsite. A " " ' '""'" " " "'

"O" mimher 141 3,_QQ2.__HQld_pgpding_f_inal disposition. I hold tag (S) applied tO_

PHO E ENGer ER

,{4_

DATE -

g ,[-/)p[

_the_non_tonf_orming_it_em(s ). ..R.'. . , 4,;. T,,,.,-8. fioJ CON S T H QC 8NEER DATL

/

/~+,_ /

4p , .,, g AUT HOHl2 E D INSP4 C10H DATE

17. REPORTED 8 DATE VALIDATED RY as. msPossisoH Hcsisi_Ts DATE

$~ '~ Y

/23. ROUTING:

f Y(. E V. g?j j.QQf

(') TO' FIELD ENGINEERING ( ) TO OTilE RS (SPECIFY)

(

22. M Field Engineering Disposition ( ) Field Engineering flecornmended Desposition to Project Engineering fr e L $ [A G's n t* **.Y fn !?- / h m c ove.M e=r2_C fo D rr. t> 1 c/ P As *: <= -4 3 .%> v 's b O C l) W ** !"1 h ohleb .

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23. PROJECT ENGINEERING DISPOSITION 2G. OC ACCEPTANCE OC ENGINEER DATE AUTilORIZED INSPECTOR DATE

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SUF? LIER ". T . W,1-. '! . f. . ' CITY

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s.. . m . . CHAT 3'**0 RT.% . . - CA .. . j:. . .g .

SUMXZR s - RA'10

""*. . .*y *~ ' " e^f. , s", ;~ ; *** '

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' P. O . I T E'4 * "GTY. DESCRIPTION- '. -

"~v- - - - > - ID MUM 3ER, . t

,';[. , .c ".1 . ; j S 0 01.3077- 01, ' 12 L IN CH VELD NECK . FL AN,GE

n. a 1

- (1 2,,

,-c.g..o. ' % r . RGR45 9 62m C REUORK) -- c. .. :-r. .. . s:. W. '

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~13-78 ., j,:, M .d-;r&:. . d.'".4

-g; DATE . RELEASED .FOR.'.SH.IPMENT:/,3. : ., .. . /.. W r.,1..,L y ; ;,; . -

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. c - EXCEPTIONS."TO..:T.HE .PR. O CUREMENT. .DO. CUMENTS .. ., L.., ll? ,';'.'.*. ,,k 'e, . .:.

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0 \m l b NONCONFORMANCE REPORT

1. PROJECT NAME JOO NO. ;9. 20.

Midland 7220 NO.13M_ PAGE 1 _OF.3

2. UNIT (S) 3. DRAWING /PART NO. REV 4. ITEM DESCRIPTION 5. ITEM LOCATION N/A N/A Al/A Concrete Masonry Aux. Bldg. Elev. 614' l

G. P.O. OR SPEC NO. 7. SERI AL NO. B. REPLACEMENT PART 9. SOURCE 10. CONTRACTOR / SUPPLIER N/A N/A P/N-N/A- REV.N/A- SER NO. -N/A- Construction N/A

11. INSPECTION CRITERIA IR NO C-1.8033 12. ASME AUTilORIZED 13. SKETCil ATTACilED 14. Discovered During T5. Equip Furneshed Dr IX DWG ( ) SPEC I)OTilER NO A-52,-R.-7 '75PgC Ig gD 4)YES (X NO ( IRec'g 00Const i ITes l l Client l lEng l%)FLD

16. NONCONFORMING CONDITif'N: ' 24. DISPOSITION CONCURIIENCE Dwg. A-20, Rev. 9 shows a door opening between Block Wall #40 & #35. Section 14 of Dwg. A-52, Sheet #1, Rev. 7 states in part that ,

-y f '**' l "3"] '"' '5 i5-2 #5 bars shall be installed in Lintel Block above door opening and that the g gg""'

Lintel and bars shall extend a min, of 8" beyond each side of opening. Contrary to the above BW #40 has been constructed, with no provisions to accomodate

["" Q* "*'" ' { y h'" *""" jh."p[ ""'

installation of rebar or lintel for opening. "Q" List #2.001. 1 Ifold Tag

._ Applied. I!old for Engineering Disposition.

~" "'*' '" * " ""

17. R PO TED Y , D TE 18. VAi.lDATED BY DATE #5 "5" S"' " "' S U' TS

21. RO)JTING:

I J4* M<l5Dds . 5-9-7 I It i TO FIELD ENGINEERING l i TO OTilEh_S (SPECIFY) 1

22. )>4. Field Engineering Disposition Field Engineering Recommended Disposition to Proje naineering Remove blockwork in B.W. #40 to accomodate the installation of J intel }, lock above door opening.

AhswL u

s/nks AW,e .,1ni

23. PROJECT ENGINEERING DISPOSITION 2G. OC ACCEPTANCE OC ENGINEER DATE

, AU lllORIZED INSPEC TOR DATE w ._?

r f*'

(%)\

, / .

r'~' ~* *

(

g@. ,

i, lh :

4 NONCONFORMANCE REPORT '$

1. PROJECT NAME JOB NO. '

iljdland 10. 20 727.0 NO. I .. PAGE _gOF)'

2. UNITIS) 3. DRAWING /PART NO.

REV

4. ITEM DESCRIPTION *

. __ i ,, 3 c-65n (o 5. ITEM LOCATION . d .'

strncental rntmdronts ?,@'fi..,,,'it ? /,"'

, 6. P.O. OR SPEC NO. 7. SERI At. NO.

8. REPLACEMENT PART jf/A 9. SOURCE F-13140 ff/A P/N REV SER NO.

10. CONTRACTOR / SUPPLIER ,

' ppg gg3ypp pq q 4

11. INSPECTION CRITERIA inNO 12. ASME AUTHORIZ,ED

()DWG I) SPEC ({}OTHER nob f 7 Ii * 'I A > S 13. SKETCil ATTACllED 14. Discovered During 15. Eq ain Furnished By Y, N g l)YES ly) NO 1 Inec*g),dConst 1 ITest l IClient ( )[ng (, IFLD

16. NONCONFORMING CONDITION: ;

-.4 The attached list of strec!nral rM:canentstmre furpished 24. DISPOS 8 TION CONCUllRENCE *

!""_l"'",_I""

by llaven 11nsch lander field purchase order ntnbrir F-1*liiO. Contrary to the imld '* * ' '

I Inspection criteria cR11cd for in I!aven Eusc.h's anproved Quality Assurance !!antin1, .

_enO2EC1 r.uo EnusuEEu _ _ _ _ . _ _ _ _

oATc ;

nitrerous als anenolles have been noted in_itrPvic*.: cf tlm treld_insrectionlecp_rii,_ rl t The entmds in girost.lon (and ae.sociated anonolfes) are sumarizerf en the attached Pf40 JECT ENGa r4EEf4 DATE a list. The quality or the embeds is_ indeten'ina tr , These cralmds haYfLnot her;n PR csJ CON S T ri QC E f4 Gt td L L'33 DAIE enheded entmdded in ccncrete. See contim itten S1 mat. AUTHOf45 2 E D INSPEC TO rt DATE [

17. . EPO TED DY DATE 1 DATE as. osse seTeON HEsuais I 8. vat.lDATED DY j$+

5

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ibi.;~ 3 '. Y 7 b 2,1. ROUTING: 1 J TO FIELD ENGINEERING l i TO OTHERS (SPECIFY) 22.1 I Field Engineering Disposition ( ) Field Engineering Recommended Disposition to Prbject Engineering 5

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I

23. PRO ECT ENGINEERING DISPOSITION #

.f 2G. OC ACCEPTANCE OC ENGINEER DATE b,*

~ AU THORIZED INSPECTOR DATE

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, NONCONFORMANCE REPORT '

e 1. PROJECT NAME ,

' JOB NO.

19. < 20.

titilland 7220

NO.

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2. UNITISI

'g 9 3. DnAWING/PART NO. REV 4. ITEM DESCQlPTION 5. ITEM LOCATION f,ur,E {d 5, O

L7Ke 6.'P.O. OR SPEC NO.

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7. SERI AL NO.

[2 Ilittellaneous Structural steel raat,.1 r rcot, ?. 4 r.;

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8. REPLACEMENT PANT P/N REV ' SER NO. II/O 9.SOORCE proc.

10. CON 1RACTOR/SUPPLIE81 Ir&YSn UuSCh f11. INSPECTION CRITERIA -

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13. SKETCH ATTACllED 42f0 I !IDWG l l SPEC 'JkOTHER NO,b6 /#27 M l12.lNSP ASME AUTHOnlZ,ED 1 EO D KIYES (lNO

14. Discovered Dusing 15. Equip Furnistwd Dy 6f46 16. NONCONFORMING CONDITION:

( IRec's ((Const ( ITest ( IClient ( IEng (4lFLD 3678 '

The attached list of niscellaneous natal was furnished ' 24. DISPOS:TiO'N CONCURRENCE g by llaven Busch under the fleid purchase orders listed in h16ck G. Contrary _ta_the '** '* '* # "

i i i 7517 .' weld inspection criteria called for in traven iluscri's approved _ Quality Assurance

. PROJ ECT FIELO E NGIN EE R Pfanual, nurerous anomolles have been noted in a review of the wold inspection DATE PHOJECT ENGINEER DATE "j'

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ML19329F022: Difference between revisions

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