ML19329F189
ML19329F189 | |
Person / Time | |
---|---|
Site: | Midland |
Issue date: | 01/31/1978 |
From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
To: | |
References | |
NUDOCS 8006200866 | |
Download: ML19329F189 (300) | |
Text
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50-329 MIDIJ.ND #1 l MONTHLY NONCONFORE'CE REPORT FOR JAN. 1978 w/1tr. dated 2-21-78. ,
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THIS DOCUMENT CONTAINS l lil 1 -
NOTICE -
THE ATTACHED FILES ARE OFFICIAL RECORDS OF THE DIVISION OF DOCUMENT CONTROL. THEY HAVE BEEN CHARGED TO YOU FOH A LIMITED TIME PERIOD AND MUST BE RETURNED TO THE RECORDS FAClllTY ,
=
BRANCH 016. PLEASE DO NOT SEND DOCUMENTS CHARGED OUT THROUGH THE MAIL. REMOVAL OF ANY PAGE(S) FROM DOCUMENT FOR REPRODUCTION MUST BE REFERRED TO FILE PERSONNEL.
DEADLINE RETURN DATE
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Stephen H. Howd '
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%ce Presadent 212 West M6chigan Avenue, Jacksors. Michigan 49201 General CHices:
February 31,1978 iTL1'2r Hove-19-u 3' *. , ,lpIfg I3 ,
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"W Director of Office of Inspection a 3 [, ;
and Enforcement @
Att: Dr Ernst Vol6enau, Director US Nuclear Regulatory Commission /
Washington, DC 20555
- MIDLAND NUCLEAR PLAliT - ALAB-lO6 '
MOITfRLY EEPORT TOR JANUARY 1978 l DOCKET Ias 50-329 AND 50-330 6 dated March 26, f l sed are
- In acco: dance with Condition of Memorandum a 1978. The report l ten (10) copies of the nonconformance report for Januaryll sheets from the ]
v consists of copies of Bechtel Nonconformance Reports, a n during Bechtel Nonconformance Report Log representingAction Requests, nonconfornances losed during ope ;
the month, Bechtel quality Audit Findings, Bechtel Q the month,
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i CC: JGKeppler, USNRC ReS on III THIS DOCUMENT CONTAINS P00R QUAL.lTY PAGES 1
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. . LOG OF NONCONFOR ANCE REPORTS -
4 1 Midland 1 & 2 1 7220 c 47 PROJECT NAME . JOB NO. PACS 2 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED SY 554 10-6-76 _Qvg . C - 2 0 2. ~7/6 1 ~ dowel missing at EIT624'0", 128 11-19-76 M. E. Foote west of 6. 2 on ' A' line wall. Aux. Bldn. R epair 555 10-6-76 C - 2 31. 2-!/6 rebar damaged by concrete drilling.
El. 624'0" Ch 'B8 line wall. Aux. Bldg. Use as is 11-16-<.5 M. E. Foote 556 10-6-76 M - 104 A . Studs do not include the results of the s t r e s s -ruptu re test on the Ce rtifiTd'MTR
~~ nu n,,, in io _ g _-g 3, e , . c ,, .
557 10-6-76 C-38. Dwg . - C- 3 8' 6 3 8. Plate bent at an angle of 3" Std.
due to a craclicGefd. Repair 1-25-78 A. Lanach 558 10-7-76 C-305. Expansion anchors used to fasten hanger .
16-lFC B-f9-H7 t o wall. (over 8" in diameter)
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"3# h-13-77 G. YciclcY 10-6-76~~ 'M - 12 0. Two valves have a film of rusf o:i~the
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559 Use as is 1-4-77 H. Boleen internal surfaces. Item # 5. 3 fv 5. 4 560 10-8-76 M - 1.17. Quality Documentation Package has not been received at the jobsite. ( Doc. l.-11-77 H. ' ' . _}v- n 561_ _ _ _ , 10-11-70 M - 9 3. Aux. Bldg. Granc components exposed to rr " ' ' "
orr gg2l D. C. Ecw.
the weather , !N EoYec~nf
_Ihic._K-616 Sht. 7 Wold completed without th gGC 33 3 12-6-76 P. W. Rctter 562 _1.0-13-26___ _ Authorized Insnector's Hold Point on WR-19 Form 563 10-14-76 M - 103 A . ASME HI Class 2 & 3 Studs and Nuts, mark- .
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" b* "
- inq e Documentation R eicct *
'idZl3 'DivfC'- 259. 3 9crtical rebar located-outside of
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564 g '4 3 ;8 vg y n + 7m o r m an ih3dzontal. robar rather than inside. Aux. Bldg. 11 7 6 B. T. Check 565 19-15 76 Dwg. C-274. As= built conditions do not conform to Use as is seEt. ~E 'of dwg. Aux. fi1dg. El4'0W@ 5 3 C778
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jR epair 3-22-77 M. Foote 566 10-15-76 Dwa s. C-214,202, & C-276. 10-il5 rebar omitted at 4 El. 634'6" and 1-/!5 rebar omitted at El. 634'6" Aux-- Std. Repaig 10-18-77 M. Foote
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567 10-15-76 _1wg s ._dC. - 21_0,_C - 219. Elev.
k C-282. Rebar omitte Aux. BTcTg.C-568T0" 14 0, Use as is y q,77 3~ , t ' g y. ,. ..,'
568 10-15-76 Dwgs C-213, C- 140, C-282, C-284. Rebar omitted.
Aux 'liidh,' ~614T 0", G T Hk~~~ICfinc wans.
Use as is 2-1-77 M. %. Footc
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569 10-15-76 ~U{v~g s? -[213,_C - 140f - 2 5'2x_C-284.1]c_har omitted. -- Use As Is ^
- Aux Bldg,_ Elev. 61480". 5.6 lino, wall 32. 2-4-77 B. T. Check 570 10-19-76 lhrc. _c-h 29 .__Aouth_ van _of_. cont d_fe.tdwat er._chamb er__fU se as is g
. _ haa 5" to . a_3A"__ clear _ cover. _ _ _ .
571 10-19-76 .l Dwn. -C- 6 58 F. 415. Type 48 cmbed notched by__mi..itake " y,
__. __ .! ; . a sid_L.2._.cmhcIls _a atchad_t_oo cle.en.
7 l12-3-76 R. 'fa1entinc 572 '10-19-76 C- 2 08.. ..Fi n en e s s__of__Elya sh too low. Sp_ccific _ _ . .
Lic,o Use as is 2-8-7,s, ,f .
. ._ ___.I uurface varied from average ,
, .,more than 15% _l
T E .
i LOG OF NONCON; ..MANCE REPORTS
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G( Midland 1 & 2 1 7220 PROJECT NAM E ggg go, PAGE 2' 3 4 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSEI SY 592 11 7 6 _C-230, Air content fo- Pour C(619._5_)a too hinh. U se as is 1-12-77 A. Lamach
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5cf3 11~ 9 7'6 CT38{C 3~2TTD and accompaning documenEtion not . . . . -
.. 2-22-77 J. R. Slifer traceable to each other or the shear studs. Doc.
594 11 7 6 _Dwg _._. .C _19 5. Over 10% of the_tebar were cut U.N.0, R cpai r when drilling anchor bolt holes at the CCW pump pads Use as is 8-22-77 D. L. Osborn 595 11-10-76 . Dw g . 617 Sh. 8. Cove r ,pa s s of__F_w 14 Cl exc c ade d
_ Use as is 12-29-76 P. W. Ratter specified tolerance. Wcld va ried 1 17b"' to 137tf' 596 11-10-76 . M- 1.0 6 a . pe t a i l.s._of._bo t ta n d_nu t .m a te ri a l s s i z e s a n d No Noncon~ 12-6-76 C. Groat clamp bolt hole sr..cs are not provided w/ hangers formance 597 11-11-76 M- 120. ~YU'Y'lOil3-Gf l -'
2iG6 T7'60-R V E valve rF(Ilo-j;i a'piiE rn,~liFrit-~ felis word'tfiro'uB1 Uce an ic 1-6-77 A. L Doulden 5% M-M ' " E 12-29-76 P. W. Hatter h'in - r- t-~{1 Use as is
'r~o 599. . . - . - .11-12-76
_.. _C. .231.._AuLBldg._Elesat.orahafLont of <limensions nur '
Dwn 7220-C-202 Rev. 6. Uco As In 1-31-78 M. Foote ro e -nicu$[r 1nt -
2.
Rework 11-29-76 R . J. Mesey 601 11-12-76 M-92. Three bolts failed during installation, appear to R ej.ect 1-4-77 R . J. Me s ey be tuR16r-cut at transition. ITdi'tT2.
602 11-15-76 C-230. Temp. of concrete at placement too high. Use as is 12-13-76 S. Gelnett Pour A(Ti6)a M- 104 A . ITdE not performed on weldND, spool 60'3 ~11- 16W6 Rework 11-18-76 P. M. Pitts UI T C C - l'5 3 -S 506 1.
6'04 11- lE7 5-~ .4-326
\/4" filleL~IIan weld $r 4-2HCB-21-H1 installed omitting Aux. Bld 58080" llevork 2-16-77 J. W. Bake r 605 11-16-76 Dwp C'2T9. Revision 8 of dwg. C- 2'If.omits El. 4-#6 -
Use As Is 1-24-77 B.T. Check
-bars and 6-#5 caps. Aux. Bldg. El. 564' & 'G' & b.6 606 11-18-76 Dwg. CT202. b." spacing for #6 Rebar rather than T2B calEd out by Dwg. Aux. Uldg. El. bz4'0" Repair 11-24-76 R. K. Siplc 607 11-ZZ-76 M- 10 6 A C. 3/16" frIHllbEdSdOletSfy around the flanges No Noncon-
, and welf of the item 8 to item TJoint. 2 T17 76-~1 formance 1-24-77 A. L. Boulden 628 '11-22-76 _C-38. G-321-D not included in documentation for Doc. 2-22-77 J. R. Slifer
. items _ on_logalls Stect Packing List V2182.
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- l' do M E Fo*
639 11-24-76 -Lu__
As._M/S.__Dk._canmLIon_incaUntionS._6_N34' n " .- j_111 Ihrc vero inntolica. Aux. B1In. In p Jsc As Is 1-6-77 D. L. O:bo rn 610 ,
11-29-76 ~C#EHA. F-16574 Rail Clam m _phop ourus No Noncon ~12-z0-70 H.Boly'n jcontent does not meet ASTM ps
/ A- .
formance C
l n 3 ) j h LOG OF NONCONFOR' ANCE REPORTS -
PROJECT NAME Midland JOB NO. PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 839 ' 21T7 T- CT23'O. ATr entrainment of concrete at point at placement too low (2. 8%) Pour SWR (636. 5)b' Use as is 8-2-77 A. Lamch 840 6-24-77 .C_-231. Demineralizer tanks grouted as Hon-Q
_iD:ltftad___o_ f 'O8 Alix . Bld F . El. 64c; Use as in 9-22-77 S. Kirker 841 6-24-77 E-42. PVC conduits 2EC001 & IBC008 damaced by
~dYiniEg, Aiik Bl~crg, 384' . permit 7/ 640
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R epair 7-13-77 S. Kirker 844 T> - a - y / M TD6ACT Dwg. z-617 11 -6. Drillind_eriat M in hanger sadd!'e no'- tiaceaEle to thHifR.
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t Reject bl3 7-27-77 c-2. cfRiimferential location of vertical
~~ nheathing out of +16" tolerance. Use as is 8-1-77 B. T. Check 844 77 E-205. Insulator pCon switEEfear bus is 'roken b 845 6-27-77 C.-230.u Two tickets with high air c o nt e nt , pour nu mbe r Use As Is 8-11-77 B. T. Cheek C(60 3.67 )c '
-~ 62F77-
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86 ~M- 104 A~C . Review of radiograpEiFfiTm records and voc7 QC ~ReFoVds reveal missing radiE(jrayhic films. R ewo rk 7-28-77 J. W. Eller 847 6-29-77 C-l 11 - D cP imperfection welded prior to dye penetrant
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examin a rioh. UiiTt #2 liner pWre Xz- 315u El . 638 Rework 7-13-77 A. L. Boulden 848 6-30-77 ' CIIT1. Deep 1miifrTection werded pr1 oft 5 di~e pdifetFant ~
- eYaiiiinXtiUn. unTt- #2 Tiner riTate. A2131 0 ti. 670s R ework 7-13-77 A.~ L. Boulden 849 6-30-77 C-23 0. Pou r C(744.25)a', 17 yds of concrete placed With high air content
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Use as is 8-25-77 D. L. Osborn 850 7-1-77 C-38. Documentation not received for ASTM A-490 bolts and nuts._ Rework-Doc. 8-9-77 R. S. Morrow 851 7-1-77 C-2 30. Pou r CC(634.2)a', 6 cu yds concrete placed with Use as is Telex. 7-15-77 D. L. Osborn
.high slump test results. ,
852 7-1-77 M-204. Valve installed backwards, M-604, Sht 15, t
-@TW ZB. Rework 7-27-77 F. Mahala 853 7-5-77 f I 6.p ghgolphed while insta.llin'g_ hanger . Aux Blfg Use as is 8-18-77 B. T. Check 854 --7 5277 N-b4. quailty verit. Documenfstion Package not rec'd Tor 4 gallons of Gacote V5ter Sealant M-64 Reject 7-19-77 J. R. Slifer 855~ - ~ ' ~ ~ ~ !7277 7 MEfM Raliographic Reports not received for Rework-several gjpe spools. gor.
11_1,.77 J. W. Mille r M-204. Minimum wall thickness not achieved, M-612 856 7-7-77
, Sht 1, FW#13 & 14. Unit #1 Dome Piping. 1-30-78 J. C. Hurcn
_Hewark 857 7-7-77 > A-41. Storage temperature ofmaterials cannot be TcTex. 7-8-/ / B. 1. Cifeek y
, verified. . Use as is 8-1-77 i B. T. Cheek m -
, .(m 7.. _. ' ;
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4 LOG OF NONCONFORMANCE REPORTS -
f h l PROJECT NAME and JOB NO. PAGE 2 3 l 4 5 6 7 4 NCR NO. .DATE DATE NCR '
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NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY G 27'."HeTd~thTcEnTsT6T pTRh- 65 Miiii steaTi P~eTiiitFEt~iod TNX 8717~77 8-9-77 896 1.5", BW6n~ly qualified to 1.313"-Cont. #2 El. 707r - Use as is I 9-23-77 A. h. 88%ui?i"en M-104A. 24" pipe OD out of dimensional tolerances, 897 8-11-77 898 8-11-77 C-231.
Dwn penet ration, C-208,
'.H'f 14'Replacement we st of 6.6. barsElev.not installed at'fework 584: 9-1-77 F. '411so n.c C-230. Air cr.trainment at point of ilacement
'899 8-11-77 tb6' h~ikh. PourAI66_91d' use as is 9-21-77 n. Bennett C-230. Index of Portland Cement '
900 8 Pozzolanic cinTC51.Activity (lyas ~'hbelow 15% max. yar. _Use of 55as is
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,,-12-77. __ below 85iof
_ _ _ 10-5'/7 D. L. Osborn 901 8-12-7., it-104A. Indentations in spool 2CCB-25-S611-1-4
- csufiig. rust. . Rework 9-1-77 F. Mahala 902 8-15-77 C-230. Air entrainment of concrete too high (6.6% Telex. 9-21-77 D. L. Osboni Viith~a 5TckTpVst Tif 6 37) Pour CCT764~58Ta' une as is 4-26g77 ~ n. T. Chee*
903 8-16-77 A-13._._Sttriage,0f bloc _k wall was not saturated with
- water after finishing operations. Use as is 1-11-78 B. T. Cheek 904 8-16-77 ti-9L_ Earthquake Restraint;s have no 'MTR's and A490
_ bolts used to secure _them_haye no hardened washers. Rework 91TS 8-16-77 lt-l.11_. Latdown_ Cooler in stora9e_have rust and heavy scaling.
~F305.'"Arloy studs To not nieet marEing requirYnT6rftr, 906 8-16 Grade ID not legible or complete, manu. symbol missing. Reject 12-15-77 C. Owin 907 8-17-77 __C:208dSLS.trength Averages of Concrete Cylinders
__fal ls_telow_S oe ci fi catian_ Requirements . nao an in 10-477 _Ib L. Osborn 908 8-17-77 F.P. -IJI-1. Rebar delivered to the jobsite, no OC ,
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Receip_t Inspection. Use as is 9-21-77 R. S. Morrou 909 8-17-77 .
FIP -IJI-1. Rebar delivered to the jobsite, no OC Receipt Insp_ection, no Quality Verification Doc. Use as is 9-21-77 R. S. Morrow 910 8-17-77 Jbgs._C 417/C-491P_ ipa Rast Embeds noLinstalled per._
_dwg._C _417_,_nat_callad for per_ dug C-403. Use as is _10-5-77 D. L. Osborn 8*' *~
,M'E$" "
' hstfw]e E$T-) M SE-[ fe % Fddf d&.*e^"d " use as is 9_297I7 912 8-23 f4-104A. _ Two dif ferent Regi_s_ter_ numbers for_smol
. 12-12-77 R. Daly 2.l!BC .103_-5619-3-l_lca_ylng__appr.QMl_S_tatus._inde.terminstte _Use as is 9-23-77 T. Christorrerson 913 8-23-77 C-233A. MTR not received for anchor bolts. F-21241' Doc-Rework 8-24-77 J. R. Slifer.
914 8-23-77 C-38,__Ile_ams received with damaged end flanges / webs u , ~4 J
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( ~) h LOG OF NONCONFORMANCE REPORTS -
'C~
PROJECT NAME JOB NO. PAGE 2 3 4 5 DATE NCR NCR NO.- .DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED - CLOSED BY.
-915 8-23-77 .M=l D. A. Delaney perpe dic ar to pipe run loc.-Rework 11-29-77 M-305. SS studs are not marked with the Manufacturers 916 8-23-77 Reject Si on the class of material . 10-6-77 D. A. Delaney-8-25-77 _Dwa._M-16L P. reheat temp.erAtyre of 2000 F. was not 917 Jnaln t aine d_o n_a_ro ot_ pas s__(Blffil)., 26" yard p_ip_ino. Qseasis 12-13-77 J. C. Huron ,
_M-104A _ Location _of__ltem_5_on_ spool _211CC-43-S60_4-14-1 ho 918 8-25-77 H. D. Foster
_va ti e s _ f r0RLdM9 do_1he_a ctuaLs pooLdeli_ve red . .Nonconforma lce 8-29-77 919 8-25-77 Studs Reject .
_M-305. .Staininss_.
manufacturer's ID and cSteal ~flass o. arc _mi.ssina__the material. 11-7-77 C. Gwin
, JA nless Steel Studs _Are missing _the 920 8-25-77 Reject 11-7-77 C. Gwin manufaClurer.'s___ID_and_ class of matetial .
921 8 -2,6-77 Tele:< . 8 73- D v.. van _derveer C-230 I cy of grout placed in Pour C(606. 8)a' was Use as is 2 pounda..bcl.orminimum_ allowable flyAsh weight. 9-21-77 R. Bennett 8-26-77 922 C-231. Concrete in Emerg. Discharge Structure Telex. 9-19~77-- u . i . thve x not water cured - crushed stone bacIEfil17nTpTace Use as is 9-21-77 B. T. Cheek 923 8-29-77 M-10hc. 31;_ pipe _ spools have code data plates with the noc.-Rework
_manufacturcr'n nnma partinlly or_totany illegible Revo*
924 8-29-77 C-231 Rebar cut without prior approval, Unit #2. TeTex. 9-9-// U. L. Osborn Nf"lkf0b*fYngeNonkpools-have raised faces-imitend- ~13- 3' *#
925 8-29-77 of"flac. 30-OHBC=20=S618 1 =9. 30:0HBC=16:$61t-1=5 U se as is 10-5-77 J. R. Behres 926 8-29-77 F-22622. 5 pieces of7hannel rec d on the jobsite t-Doc.-
witliout heat traceaEle markings. Rework 10-11-77 M. Donovan 927 8-29-77 F_-22_56t_50 pieces of ancle rec'd on the jobsite Doc.-
without heat traceable marliings. 9-23-77 M. Donovan Rework 928 8-30-77 C-50B. Radiographs not received for Personnel Airlock Doc.-
g 10-11-77 J. R. Slifer 929 8-31-77 M_20_4._FE#-72 on Dwe M- 161 26" Se rvice Water Piping, Hot bending without Engineering approval. Rework 9-8-77 J. C. Huron 930 8-31-77 C-208.Cylindecs_s_toredjn curino tanks fell be. low temperature requirements. use As Is 10-18-77 8. T. Check 931 9-1-77 M _305._S t a i nles s_St ecLStuda r.c.ce ive rLw ithout_ma n -
rfacturers ID or class of ma_terial; F-19157. R ej.ect 10-6-77 D. A. Delaney 932 9-1-77 ..C-230,_ Pour _CL7_54.42)al, 7 cy concrete _plaend with low air content. .
933 8-29-77 F-16781. Dwn. C-440.- ~ - 1 out of 2 embeds for pump -
Re3ect 9-7-77 J. R.
return line rest. #213A & 2-13B fabbed incorrectly Slifer b , v -
y
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'd q) LJ LOG OF NONCONFORMANCE REPORTS --
1 i
PROJECT NAME malnna a JOB NO. 7220 PAGE 60-2 '3- 4 5 8 a 7
! NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY -
953 9-22--77 _.Dwg..c I>51 _strua.t _Heams .ioine.d by turn or the nut
._ Jue_thod_Wi_th_.only one_ washer. Cont. #2 El. 626' nework 11-17 77 n. L. osborn 954 9-23-77 M-106AC. Dwo. 1-603-7-13.4" fin. 60 washers rec'd N instead of 4". Noncon. 10-4-77 D. Delaney 95r 9-23-77 A-13. _A4ortar fell below minimum compressiv 10-18-77 B. T. Check strength @ 28 days. Aux. Bldg. El. 6468-650' use As Is M-20h__26"_ Yard _ Piping _ Sol a //1., _DwgJbl67Me' Rework 10-4-77 P. W. R c.tt e r .
956 _9-2 4_ ground.below_p.ipe_surfaca 957 9-26 C-;8.. structural _ a c.t reca. Mark no~.702-315Luaa _ ~ R epai r reccived at..thc_jobsito_anmnmed. 12-16-77 A. Lainach 9-26-77 C .230._ Air entrainment of concrete too high, end of _
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958 Telex. 9-29T/7' D. T.-Cheek line . slump too h~igh. C~CT774~~5)a' Use as is 10-29-77 B. T.' Check' 959 9-27-77 Dwg. _c-3292.-_Concrate._ cover _cannat_he_maintaineidne Tel <. 10 3m - P. Yanderyeer
.to _thrtplac ement_of_rebardent._//9 E1. 77386" Rework 10-7-77 B. T. Chge}c 960 9-27-77 Dws.._c-97.._da_rabar_not_profeating no_. called out by . Telex. 11-2' -77 A. Lamach drawing._ _Scrvicellater Blag. 620 ' 0"-63h'.6" sl ab. Use as is 12-1-77 B. T. Cheek 961 9-27-77 1-23a._Eoz2nlartiC_ Activity _.Index_of__Enrtland coment-
_balow minimum _lavn1 nf enntrn1 (85%). at_2&_ days Use as is 11-17-77 B. T. Cheek 962 9-27-77 Dwg C-272. T.i rting_balta_have_b.een_pmared in niace .
" below_the_elev _.specified_in_dwgc_ Aux,_ ELM 9 '
- 'epair 963 9-27-77 1-104A-AC. Pipe spool 1CCB-25-S610-1-5 delivered t the jo_) site with dents and surface rust. Std*-Repair 12-1h-77 C. Groat 964 9-28-77 IQAM._Rev. 5 wn-5A rn=n nat_presentea to tha AT use as is f*I"#-
10-IT77 ^- '* B "Id "
for_. hold- 'nt_selentinn nn cive._sonknt welds, 1-5-78 J. C. Huron 965 C-233A. gle clips delivered to site with wcld under-9-28-77 3 gggg-, g ~fo~rosity, lack of fusion, F-10VrR et /P/ Reject 966 9-29-77 F_PG-4.000, storage of Liner Plate allowed for damage of p~ late Rework 967 10-3-77 M - l l 1. Flued Head, item l~~2 heat number stampecT
_ _-_ . . _ . . . -_ - .on p. e. net ration different from MTR. doc.-Rework g _
No matsial test reports received. Relect 10-21-77 J. R. Slifer 969 10-3-77 E-305, Grade 10 on studs not legible or complete, manufacturing _s_ymbol mis sing. Reject FPG-5. 0 00 Valve bndy and stem _ splatter _ad_with 9 10 -_10-1-77 concrete. Cont. # 1__ Rework 1-5-78 F. Mahala 971 10-3-77 E123c c ._value._Ider. tification_is_. .different_from-- R ework 11-14-77 D.A. Delaney
's.
. ._the_ actual _.valyn tad to the w_Mcum_entation. _
a t-- -___ . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ . _ _ _ _ _ _
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-) Nj LOG OF NONCONFORMANCE REPORTS L.'
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I 1 a PR 8 JECT NAME Mid1nna JOB NO. PAGE 69 7_290
- 2. 3 4 5 DATE NCR NCR NO. DATE. NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 972 10-h-77 _c-208. concrete cylina e rs not rnmnved_from mola" Use as is 11-8-77 B. T. Cheek-until_after_the max. time of 20+_hH ~
l 973 10-h-77 1-216h9 a rade ID not legible r comnlete. manufactur-R e j.ect 11-16-7'7
~
_ing_cymbol_ missing on carbon sten 1 stuaa. D. A. Delanef 9 74 10-4-77. Dw~g. E-535. Conduit 2BC005 damaged by drilling the concWte. Aux. Uldg. ti. bu4'U" Repair 975 10-4-77 1-563._Jeaperature_ Switch ThermowellS_are incorrect Reject
_ _ - _3rade_ner liR reints. Quality Verif. Doc. not rec'd.
976 1 19-78 .T _R. n14 rn-10-6-77 c-230. Air _entrninmnnt or ennnrote too low (2 5%) Use as is 11-29-77 iv. A. Cain Do(630 5>
977 10-6-77 c-230 conernta niump for Pour ec(Ja7 5.)n too hich.
Air _entrainment_ ton hich nr tnn inu-m u g, um aggm
- ')78 lu-b-// C-230. Air entrainmefit of concrete at point of placement _t00__ log. Pour Y(63L25]b' Use as is 979 10-7-77 C-233. Embeds have faulty nelson stud welds, base R ewo rk metal damage and undercuttino. R enair 1-12-78 L_Ignagh 980 10-10-77 11_132mHandwheel shaft hent on 20" HBC-BF-R
._ valve. _ Rework _
981 10-to-77 -C-M* 2z-18_ana22_15_intave hnnsed- as inn +n11 ca: "elex. 10-21i:77 P. Vanderveer Use as is
_.UnitJ2 containment. 11-25-77 P. Vanderys_er
_c-23urong_she_embada_placed lo11omunuder 12-9-77 M. E. Foote 982 10 10-77 Use ps Is 10!77._ _C-231.-embeds,_AuxBldk.659'0"7..h/8.2,_A/B 9'8'3 10 ~ ~ ~Cadwel ~ Splices shot four days af ter the
~
'iihoste'r's ipialTfication had ended in the vertiH1 pos. Use as is 29-77 B. T. Check 9T4 l~0Tiii'~77 C-305. Three N-S reba r cut within a ten fo s r radial
'~ distance. Aux. Bldg. Cable Rm. El. 674'6 Use as is 11-8-77 B. T. Cheek 985 10-12-77 C - ?, . Tendon _sheathingsant_witttin_+ Ik" nf the-. location Teler. 10-21 -77 D. L. Osborn shown on._dygs. V18.V51 and V79. Cont. #1 El. 754'5" _ U*e as is 10-29-77__ B. T. Check 986 10-12-77 C-230. Air Entrainment in concrete for Pour A(641.3Sg' Use as is "
11-17-77 too high__o.r too 1ow. B.T. Cheek 987 10-13-77 C; 304 .__ F i l l e.t_ weld s_on_s e.i smi c_s u p p o tts . have_coars a n ework tipP_les...high a rowns.: etc. Aux _ Bldg. F L.6_46 ' _
988 __10-17-77 M-204. Tack weldinn began on Flued IIced nriot to 55N13n3!cr being ;ssucE. use as is 12-15-77 C. Groat 989 10-17-77 g.,3g ,Stgcjt sgggpiion_made without Rework 12-27-77 D. L. Osborn 990 10-17-77 c.-304. Structural steel connection made without
~
Use as is washc[s{Auii~iildg, Efev. 673T6"~ -
11-23-77 R . II. ,
Pelletier .
m s.- -
. s - __
l r~
- )
LOG OF NONCONFOR51ANCE REPORTS PROJECT NAME MIDI"Ud JOB NO. PAGE 2 3 4 0 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY 1010 10-26-77 M - 104 A . NDE tests not performed on l" 30'007/
IIo 1-30-78 S. O. L. welded to pipe. OH C C- 51 -5b l 4 4 sonennenrmnnnn M. Donovan 1011 10-26-77 M-93. Main hoist cable lacks complete documentatien and shop _ inspector's release. Doc.-Rework 1-30-78 J. R. Slifer 1012 10-27-77 _C-233. Detail 3-C-477 embed d_elivered to the .iobsite 10-28-77 J. C. Huron Rework with arc strikes and fillet welds w/ insufficient d1m.
1013 10-26-77 . E-Zm_f&eglates.are of incorrect dim. and mat'l .
Termination connectors are wrono type _-Motor Control Cn' urs.
1014 10-28-77 C-208. Watersampled for the Sept.1977 user's test had a variation of -25 minutes. Use as is 12-16-77 D. L. Osborn 1015 10-28-77 Dwg. C-255. Concrete placed in fuel pool area was Class 6 i instead of D-1
~
A 659 i and A F65'iiTj Use as is 12-15-77 M. Foote 1016 10-31-77 E-22. ~ Czib1e r~cern'oT siialiscT(oh-] cable-66il- R eei no.
553.
1017 10-31-77 E-22. Inside stub-out pigtail is damaged thru the jackid to the cables. cable reet no. 605.
1018 10-31-77 M-305. Socket Flanges do not meet complete marking Reject
_requjir_em_ents 1019 10-31-77 R_10_40_. !!o Code Data Plate or Stamp on Spool
_ . . _ _ _ _ . __ .0HDC- 16 -S619-5-fiA . Rework Pressure Gauge out of_ tolerance FPG-6.000, Rev. O. Telex. 11-11 -77 J. R. Behres 20 H-1-77 ~ -
Tihen calibrated. Use as is 11-16-77 J. R. Behres ITeTiFneck flanges contair numerous Dwd.- C-3'39.
1021 11-1-77 - EFifches s and evidence of corrosion. - Rework 1022 11-2-77 M-106AC._ Stanchinnn for_ hangers _were h1ivered_to-.the..
1Y2T-- '--1T 2 7 7--- NgYC"-13hC"SN$tYa"NNted, does not exist =
Telex 12-9 -77 M. F te Use as is
_ __as . called-out by dwy_. Aux. Bldg. El. 584'+ .__2.2-12-77 B. T. cheek 1024 __11-3-77 F-21895. 170"T5 Elbow does not have legible specification, grade, and heat code. Reject. 11-16-77 0. A. Delaney 1025_ _ _ _ __11-3-77 .Dwg. C-1029. Vertical trim hars not placed_ojl_ea_ch -
~~
R ewo rk 12-8-77 G. Y. Yeisley side of blockout 0EL.630'6" of the DG Bl_d_gmeast wall.
1026 11-4-77 Dwc. C- 99
.. 8.1 1_tuta a_hnrs_pla c e d_ .cuch._tha t_other_rebar Use as is Telex, 12 77 A, Lamach
_ _ _ . . . _ . _ . -...._- _ .canno t . b e pu t _into_plac c_a c_c alle d_ out_by Ihtg. SU_ pump _ c truc t- _
__12-.12-77_ _.B.- T._Chcci 1027 11-h-77 Dwg. C-99. Hebar.. in not pro.icctin- ac required.by_. Use as is Telex. 12-1-77 A. Lamach drauing. SW Pump _Sgructure_ El. 63fi'6" . _ . , _ _ _ _ _ _ . _.12-12-17_ _B ._T.__C h.e.ek inent oo i 9 I a@"
Use as is 12-19-77 S. 1:. 12-l'6 77 A. Lamach minimum of 50"F. DGT6'2W5)a Use as is 2-1-38 S ILirker '
1092 12-6-77 C-208. Qser test #48. fine aqarenates test failure.
1093 12-6-77 Ji-2mL shopwnlde nn hangers)io_not_ conform as they are speci.f_ied_.on._the_apnlicable_ ske.tch_for__eaJana'siev er 1094 12-7-77 C-210. 4A backfill samoled had 94% passing the 1" 3 e Telex 1-25 "8 exceedin Use As Is 1095 12-7-77 ~C-2~ 5ii g the allowable limits.C5ndrete placed ~
with high slump.
A(688T5)a' Use As Is 1-13-78 B. T. Check 1096 12-7-77 C,- 2 3 0. IMiling gradation for 3/4" agg regate . pours
- f f224]a, A ~ (643. 67)a'
_ Use As Is 1-13-78 B. T. Cheek 1 f- 61. Documentation packages for tanks received w/o 1097 12-9-77 Doc.-Rework mild maps weld rod control records. c1 caning doc. 1-17-78 D. Delaney 12-9-77 M-204. A rc strike on spool 2HC B-20-S613-3-4.
1098 StdRenair 1099 12-9-77 D nerete on cure, temperture of 26 Y recordeil Telex l-17-78 S. Kirhor S_ergi;ce Water Discharge structure. 1-2h-78 Use_As Is D. O. Osborn 1100 12-9-77 C-111. Grinder left depression on penetration 2Z-517 i
Filni_21.625 9r Az-2970 Std. Repair 1101 12-9-77 C- 143. Il eplacement_ rebar..left. out near penetrations _ 'lo sleeves 24 and 31,_ Aux Blda Elev. r84' .hlanconf_orn1M ce 1-3-78 D. l.. Osborn 1102 12-12-77 M-306. Service _ rating _.cn_pipo plug _atampgL!to 600_0f__
quali ty. Vezific a tion _ Doc .._ indica ten _i t _to. _bo__3000g____ __ _ . 11ej ect Heat code _on_62 poo...or. 3/h" .150f cs.sw. flanc 7 L 'P.__Chrintofforcon 1103 12-12-77 M-305 Reject
_ _ _ _ _ _ _ . __. . illeg.tble. .
110h ,
12-12-77 M-215. 10" 90 LILE11p._ delivered to the_jobsite w/--- Reject 2-6-78 D. E., l'Asff Certified.MTRL_X-rav filra,_and _' god _.o stamp. _
r LOG OF NONCONFORMANCE REPORTS -
1 PROJEC .' N AME '.fid a n d JOB NO.
i 7220 7b
. PAGE 2 3 4 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY IT05 12-13 Valve Manual operating handle broken off, rendering the valve in-operative, l<ework D-~I - 07biirn 1106 12-13-77 C-23L___Cancrete T.emn. not maint.ained during cure. Tel2.~T2T27-~ 77 .
u se asis StLLine Elen. 584. 4 _to_591L5* 1-10-78 s. Kirker 1107 12-13-77 c-230.__Eigh air entrainment on Pour A(687)c Slab #8 . . Telex. 12-20-77 S. Kirker Use as is _1-6-78 1108 Em _Tahe#
_ . _ . .12-13-77.. C.-208.. _ _ . . _ _ _ _Gement users test #6_1 had a recorded result
. _ _ _ . _ _ _ _ _ _ _ _ on. loss of ignition of 3._6_8]o (max. o f 3._,0_$ a ll ow e d)__ .
1109_ _ _ . . . . 12-13 -77 C-208. Flvash sa_njoled on 11/_4f77 had a specific
_ _ _ _ __ _ gravity _yariation of 5.9% exceeding specified max.by.1
-1110 12-1h-77 G-27.._ Dug. -652 . Beamn 217B1 and_21.7B2_wnl a na wi th no_
_cvidence_.cf wol ding fill av metn1 cnntrol.
1111 12-14-77 .ti-30$.__ Heat _codo stamped nn mt 'l doen_ nat nnmP'"" R ew o r'k
_with_ heat _numbar on_Certi fi ad_ FM - 2-3-78 n. Montreiul 1112 12-15-77 F _ Beams received without heat number trace-1113 12-15-77 M-2.04.oElued heads without covers, cont. #1. Az 57 Rowork A z-47 1-12-78 C. Croat 1114 12-15-77 M-204._Eiping__ materials stored imprope riv. Laydown._ Rework .
__. . _ _ . _ _ _ _ _ _ _ _ uea s. . _ _ .
1115 12-16-77 Dwo. 617 ShT 6. Valve ricaed to spool piece placin9 _._Repa_ir No itFa~in on spool weld makino oliiTi~ty or pipe indeterminate. Non-con 1-21-78 H. D. Foster 1116 12-15-77 lh125com___avalve ID__on tag does not_ ocompare with valve
_ ID_on_Quali_ty__Yerf_ication Documen.tation. Use as is 1-24-M _ J.ade'.mev 1117 12-15-77 M .106.__ Shop _We1.ds on hangers received for FRE 853 &
968.are_aversized.
1118 12-15-77 M - 15 7. Nameplates for Vert. Axial Fans are incon-sistent when com_p .r ud M the documentation
~ -~ Re.iect 1119 12-19-77 M - 106 AC. CS lu gT6i~ hange r IV" T9BC- 110-HThave
_ a heat number tSat is not traceable to the MTRs. R eje ct 1120_ _ _ _ 12-19-77 .M-55. Go3uges in Heat Exchap_ger nozzels, O E- 7 6 A h D_
Std. R epair 1121 12-19-77 c-231 connvntn even na han +nc. thicLGrout_. cover _
1122 2(608).___ Use as in 2-2-78 s. Kirker 12-19-77 M-305 ,_._S o cla t_ veld _ rain e d._rac e_rlanges_aa _no t_ meet complete markint requirem_e_nta._p_er_AFyl_ Scat TTT R ej.ect 1123 '_ 12-19-77 M-305 ncaicna. tion or service na_ tine is not stamped - R eject ^
on_SackeiXeld Pine Plues. -
v 2-3-78 n. '
, d.entreful w . -
[ .
! __ 9
-) LOG OF f)ONCONFORMANCE REPORTS
( PROJECT NAME _
1 Midlnnd 1
g JOB NO. 07290 PAGE 77 2 3 4 6 5 7 NCR NO. DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DisPO. CLOSED CLOSED BY ll2h 12-19-77 Jxig._c-3h3._alal a am r-a unm nc n+ 1cucpggggggts..
_llo_ welding _heing_done on upper _ quadrants.(Innk i Rework 1-30-78 J. C. Huron 1125 12-20-77 Han,qer 1-603-8-5. Baseplate for hanger installed '
verticifly instead of horizontally.
~
Rework l ,1126 12-20-77 _J-131AC. MR indicates tharmowells are to be socket
.MeldedmdeliteteLtp the ichsite threa_de_d.
1127 12-20-77 _C.-233Am fmbe.ds delivered to the .iobsite with only ten _ studs _instead af the_re_ quired _ eleven. RewoA 1128 12-21-77 Valve _30..EBC-BF-R. Plango__gealipc_ surface and butterfly _han_ rust in botltareas. Vlhae #2 nework 1129 12-21-77 M-20h.._&61.1-3.__Sacket valja__trere made on 1" nine strengtg fo 2Lhold_voigotar.
1130_ _ _ 12-21-77 without _the_
F-310/. 2, required _WR-5Llorm Compressive test sampig non shrink.g r_out rec d was 10# below socc. ren mt.
1131 12-21-77 C-231. Curing temperatures of concrete fell 4" & 2'_
below mintmum Ellbwed. Use As Is CCT644. 3 3)bi 1132 12-21-77 _C - 2 31. Concrete curing temperature fell below s.necification requirements A Use As To 1-2h-78 S _Kirker 1133 12-21-77 C :'.31. Concrete curing temperature fell b(659) elow
. specification reauircm ents SWI(6 531c '
1134 12-21-77 fl-211.._E_onc rete allowed to d ry on the su rfac~e Telex l-23 '[8 du r_ing. cu ri ng. CC(650.17)a' Use As Is 2-2-78 1135 _12:22- / / Dg._E-714. Installed cable tray supports nave more S. Kirker '
sp_1jces than rea'd by dwg. Aux. Bldt ' El . 604 ' ,617 '
1136 12-23-77 C-170. #11 rebars omitted, X walt 04.6TTC6
__.. Uce As Is 1-13-78 B. T. Chock 1137 12-23-77 M-204. Spools exposed to an area where cutting w/ a torch has caused rust and heavy splattering. ,
Rework 1138 12-28-77 _C .208. Cylinde r curing tan _k tem.pe rature higher,than _
alloweif by Cf208 or ASTM C-31
~
1139 Uce As Is 2-6-78 S. Kirker 12-28-77 M-346. No Code Data plate on pipe _ spool _2_CCA-15U a ,
NB #434 12-28-77 F-24901. IIcat number on flat har does not_ mat _ch [ Reject
'_1140 g _ _ ____. number on documentatte n. 1-3-78 T._Chris.tofferson _
1141 12-28-77 MDocumentation.
- 64. . Paint, roccized_with_out_ Quality _Ver.iiicati "
ReJ'ect fl142 12-29 77- CT231-- lTelil b~e7fding of F8~Tebars,
~
servicnyarer---
[_ _ _
Puisp[St ruc'ture -
Std. Repair 2-2-78 S. Kirker
._. 3_- _
m
) 'j LOG OF NONCONFORMANCE REPORTS b '
PROJECT NAME Midland JOB NO. 07220 --
PAGE 2 3 4 8 s 7 NCR NO, DATE DATE NCR NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1143 12-30-77 A-11 Aux Bldg block wall w h_no provisions for rebar or lintel.
11cwork . .
11hh 1-3-78 F-21381.. Designation _of_ service rating is not stamped on_1" ana 3/8'Lpipe_plugn-1145 1-4-78 _M_106. Shop _walds nn_hangere ara avt cizert fnr
. l-!L90L_96 G . 069. anri 019. _ _ .
11h6 1-5-78 .0_632. d ara _should_ extend 2'-1" belou Alli'li": t hnt vore. Telex 1-23-7 3 not_inatalled. Cont._#2.3/ent Ren- Rhield31n11 Use As Is A,_M. mnr~nn 11h7 1-5-78 C-23Q._Concrnt should Telex l-2h-78 S. Kirker have_bcen_50_6 I 10+e_placed_.hav_ing_tetnp.
P- nc(.630.5)P of 62 P. Use As Is
~
1148 1-5-78 .C-23L___ Surface Temperature not mintainna. Telex l-13-~8 A. Lamach DG(6275)n _use_An Tn 1149 1-5-78 .F-3106. Randca_samplo nnt +nken .on_grnut rnn 'a . bags _ J/A Reject
. s en t_ta_.US _T e stingwe ra_n atmeigh e d. Use As Is 1150 1-6-78 M-305.__ Mark;nr on matl._(neayy_nex_ nuts) does not agracJith_ Verification Documen_ta_ tion _sent 1151 1-6-78 M-L.2L__S. tar _ tun Feedvater Control Valvo d.glivered to
._ _ _ jobsite_with..a_crackcLeasing__on_ pressure switch. .
1152 1-6-78 C- 230._96_cu._yd _ ne concreiemaa_indeterminatly placed.__CC(fh7.$)n' (concreic_alump) 11$3 1-10-78 C. .230.__Concratn aia nnt_ meet _the_90._ day _comprenniva th. __. Aux._ Bldg._ A(6hl 33 ) c L__SeclCIL986 115h 1-9-78 ctron[C. _. Valve _ received _on oitemiAh no_
M-12 verification __
___ . . _ _ . _ _ _ . documentation._S/H_5205-lh-1-6,_6".-cCB-on-xu 1155 1-10-78 R-129A.__ Identification _ tags _are_itspr.operly_r 'itachci.tc
.operatora_on_ sir _ valves,_.G_321D form
- incomplaia-1156 1-9-78 _M-132. (h 12" Valves) radiographic film not sent to poc,_
.iobsite. Code data sheet incorrectly filled out. _ nnuna.
1157 1-10-78 _IWG_C-625 1 #7_down1 missing _cnning nut nr thn ru n1
_ _transferaall_ approx. 61.0"_N._of_SW_ corner. Use As Is 1-13-78 F. J. Milsovic 1158 1-10-78 5_ Star crout_BulleAin_01276L _Indexerminate curine of
. grou t.._ _._ .
1159 l-11-78 c-231._ SWI(635.5)n anvraca_ temperature _uaa_nat Telox l-31 "8 S. Kirker
_ __ _ _ . _ _ _ _ _ _ _ _ _ _ _ maintained.-_ Use As Is 1160 1-12-78 M-1. Precourizor_ Spray _Hotor_ Operated _ Control _Valven,..
Valvec ctored_improperley, .
1161 _
1-13-78 M-10)iA . Quality verification Docuentation not receivi d. -
(2CCA-18-S611--2-,8) rust on sp,ool_- _ [(2HCB,-2_-S61)--7-5{ _ ,_ , _ . , _ _
' q
~s
('# ) (J LOG OF NONCONFORMANCE REPORTS
{J L
PRDJECT NAME Midland JOB NO.
1 07220 '
PAGE 2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPD. CLOSED CLOSED BY 1162 1-13-71 C-RM, _29ng_hA_ Fine Backrill. ~6.656h failed 4" & 3/8" sieve rcquirements. 66328 failed 4" sieve reauirement. ._ Reject 1163- 1-13-78 M-L_Make_Up Vnmp tviva Motnv- Rtoraga nna mnintenance not. maintained.
1164 1-13-78 Jn20L__Mnin conten1 Pnnaln_ n/n 1n1 </1n95. Innknut rolay_ cwitch_ bent._._Nameri n +a henkon in hn1 P-1165 1-13-78 M-305.__ studs & Huts do not meet the comnlete marking _ requirements 1166 1-13-78 M.-305._ Bolin A. Nutn stamped._wl.th_ wrong _hea.t_ code.
_ .____ Documentation _rcenivna in inantarminntn-1167 1-13-78 M-10ha, Dimensions on 6" flance_do not agree with No vendor _ drawing._(1DEC-9-S633-6-1) non-con. 2-2-78 M. Donovan 1168 1-13-78 M .lk._ Coating nn uni t 9pngn hn n numnvann nvnnn ne paint Pinking nPP- nownvk 1169 1-16-78 M 326.__ Hanger _2=619-3-18 ia_xc1ded_to_cmhed_wlth_npprox.
1/16" space _hatunnn thom._.Should_bn innennnna tn 3/8".
-1170 1-17-78 C-230. PG-DC Grout was batched containing less than th 3 minimum desicn_ weight of cemenk _
1171 1-17-78 M-3_05._ S_tuds & Nuts do not meet the complete markin t requirectento.
1172 1-17-78 E-536._Condui t han been anmaged_by arilling_the _Std.
.concratn ninh- Anv. Bl ag. El nv. $99' (9Enn13) Repair 1173 1-18-78 F=2$h6d. 100_ pes of 7/f" Plat Hardened _Washera. i Vendor _sent_7/8 4(Purchaan ovanv vnquivon 1") m. ject 1174 1-18-78 M-1 B._Reacinr_CnolnaLPumn Motors. incorrect mounting flange _.dimensiona, rabbet inc9rrectiv decirned, 1175 1-18-78 c-306._ min _hnnales or 2 #8_Rqbar were cut without Prior _ approval from_Eggject or Regident Engineering. .
1176 1-18-78 C--208 - Piva Atnv P. rout _Accepiance. Teat. Cront cubes
_. .. stripped _at l il hourn,_.exccading_2h_ hour limi t.
1177 _
1-18-78 C-208.. 3/h!uggregataoradation.__Didnot. meet _______
minimum weight _Various_ placements an_1/11/.78 1178 1-18-78 C-304. _ Wold _waa_ completed on_ Beam..#217Bl_to E-1 _ Rework 1-30-78 J. C. Huron
. _ _ _ . . . . . _ _ . . Embed without_Q(1._ Verification.of fitup.__-. :
1179 1. . _ _ _ _-18-78 c--208.. . Masonary_Priema_wreatripnod..at h6__houra_ _. ._.
.. _ _ _ _ _ _ _ _ . 6L50_ mimtsa,_not._.mes_t.ing_minimun or h8_ hours.(11/lh/17) 1180 1-18-78 M-305._ 3191_8"d"_Dia._Sch_80.PJpe_ delivered to -
_ . . _ _ . _ ..__ __jobsito.W.ithout distinguishable markinga. g , , , , _ _ , _ _ ,
- c- ..
f LOG OF NONCONFORNANCE REPORTS -
PROJECT NAME Midland JOB NO. 07220 PAGE D
2 3 4 6 5 7 DATE NCR NCR NO. DATE NONCONFORMANCE DESCRIPTION / REMARKS DISPO. CLOSED CLOSED BY 1181 1-19-78 c-231. Concrete curi,6 A total of 23 indeterminate hours of low temperature .Std I ((6$ E ' _
1182 1-19-78 E-20. 12"__Wnl a Ucnle Pl ancon - Rurfacea_contain ncratches, water._found innian f'i nnge , m at - RR_#2_ Ben. Avan 1183 1-18-78 c- 230. coneye.to_ Strength,__ Concrete planed _10/_18-77 Use As Is Telex 2-6-70 S. Kirker A(699tt7)n'_ railed._t.o._meetrequiredstrength_@_90_daysm 118h 1-19-77 M-106Ac_ FR.6,__10_pc's_ Carbon _ Steel _ Plate,_ quality Doc. Rework verification _documentatinn not_ received. 2-6-78 ,
D. Duff 1185 1-20-77 0-50B ._. . Frac tured__ Vendor __wclds_&_ s tiffencr.Jino Vendor welds &..l__ stiffener fractured....__Porsonnel_ Lock _ . . _ _____ _
1186 1-23-78 Dwg._o-159. ___h_cuadn nf vr.nn mir was_planna nuiside_
659.n 1187 .L-24-76 of_thc._cpecified M305., 14 Sch 596_Pcs lA" mi ts.__.A(20 80 ' )Rando_ m Lenghts.
Matl_. received _atDite with_po_IIqatJ'e_, s legible markj ngs.
1188 1-2h-78 ::-230._7_yda._of_.E-2_concrnto fnil od _to_ me t_6000_ psi _
@_90_dayc. n(7f45&)n '
1189 l-25-78 M-127A._ID_ tags on S/lLWM-25-5,JM-25_2.,JM-25-2h are wired _lo_oporatnra._.G.321D forma _incompleily_ filled _out.
1190 1-30-78 .M-1M,_.Jou.s.ing of lvM-55A. Safeguard._R1oom Unit cooler .
. dented.&. Punctured._EleL _568'._Horth race _sa.at 6.2 __.
1191 1-31-78 Dwg.__c-378. Pressurizer Lower Support Embed. Shown @
17_'9"_S._& 10 '11&" E.__qhgg be 17 '9" S. & 10 ' 01" Eas_t ,
1192 1-31-78 Mr20h._Jield_Welddil2Mlder_nnt_ qualified to ene
__ applicable _ welding _prncedure. Aux,JLdc, Elev. 58h' 1193 2-1-78 M 106.__ErME-hl6,687-Ol J51,926_&_EMDr022..__Sho m gA0%
_do_not_ meet _accepiance_criterin of OA/Qc_procedur ov, B 119h 2-1-78 li-106 __.EeME-h61s66.6, & 972. Shop _weldn do not ment
_ _accep.tance_ criteria of OA/cc procedure _dO2A006 nov. n.
1195 2-1-78 Ji-215,__10" SrbeL_A0_.Seaauelded Pine _ delivered to the
_ _joblite w/.o NTR for weld mat'l used radicarachic film.
1196 2-1-78 31.215.__12" 9ch R0 SS_ pipe _ delivered to the_jobsito w/a HTfLfo r_wehLma t ' L.usedand_radi ocranhic fi lm 1197 2-2-78 Mr75.__Nol ocumentation_ Package _Inne.iXcd'(_or the
_ _ . Servicc Eater Pump. taGJ102=75A.
1198 2-2-78 DWc._0-67h,__ Conflict w/duc. c-431_as_to_3.lgteement t of
_ Eipn rcs.traint_ embed - type 3. cont. _ /h El. 6{7 811" 1199 2-2-78 E-7.. Terminations in motor contr61 centers noT In .
__..accordance.with requirements.
Y -
)
NONCONFORMANCE REPORT
- 1. PROJECT NAME JOB NO. 11,. l 20. ,
!!idland 7220
- 2. UNITIS) NO.11}d4__ l PAGE 1_.OF.d
- 3. DRAWING /PART NO. REV Ef, CRipTj0N jo t.a p g 7.p y 5. ITEM LCCATION Inihterminate N/A N/A 4) k7y$pcs. of 3/8 3000)sA.l.05FipeFImic r vold, unct -0.
- 6. P.O. ()ft J 7. SERI AL NO. 8. REP ACEMENT PART D. SOURCE 10.:CONTnACTor./ Sui' PLIER 7220-{- g g/g P/N TI A REV SER NO. Supplier I!cJu.Cin Corp.
- 11. INSPECTION CRITERI A IR NOR-1.00-2J500 12. ASME AUTHOnlZ,ED 13. SKETCH ATTACHED 14. Discovered Durir.3 15. Equip Fsu nishtd By
()DWG (X) SPEC ( ) OTHER NONlO E bV- 2 IN P ION I EQ D
( ) YES L)NO t:) Rec's ( JCorut ( ) Test ( IChnt i JC l'.) F L D
- 16. NONCONFORMING CONDITION: _
linecification "-305 Fev. 2 requires nerkir.c ci material ,.
- 24. DISPOSIT!GN CONCUCGEriCE
_p.,_ccording to ASW Saction III. ASIF,Section III requires for the chova licted ma- -newnek f~~rnioc tT repur ' t.sois is i i teriar markinna to include the designation of cervice rat $nrr. Contracy to the
_ahove, _ the denicnation of service rating $ c not c' ca' aped on the material. "O" n:tfcar 8'seOJ E CT CN GEN EC H DATE
_la. .irdeterminat e . Hold nondinn final dierosition. two Hold tec(c) emnied to _ . . . _ . . _ _ _ _ _ _ _ . _ . . _ . . _ _ _ _ _ _ .
the nonconforminn itema.
AUTHOH8 ZCD INSPEC10 H DATE
- 17. REPORTED BY DATE 18. VALIDATED BY DATE 2"'S" T' " " ' S ' T 8 T1.chany%i0 4he /-s71'
- 21. ROUTING: K) TO FIELD ENGINEERING m S&f3
( ) TO OTHERS (SPECl )
- 22. ( ) Fiald Engineering Disposition ( ) Field Engineering Recommended Disposition to i ~~ ect Engineering l
1
- 23. PROJECT ENGINEERING DISPOSITION ~'
I
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. d NONCONFORMANC5 NEPORT -
3; 5 -
n
- 1. PROJECT NAME g( j JOB NO. * . . . i1_ 19. 20. ~
NO.O4g' O ' F_36' ,
Midland iW" .
7220 i- -
' G PAGE _1 f.
- 2. j < J ' . .- REV 4. ITEM DESCRIPTION i. '
], ' C. ITEM LOCATION ; .
- T joy JN Tigl b 3. DRAWING g;nggg}c /PART 16 F. NO. / .,,MD' '
N/A Pipe Hangers .!I.
^
QC IIold, Wh e /,h -
- s. P.o.oftpc . s 7. SERI AL NO. 8.RE CEMENT PART' ,
' i .: d '. 9. SOURCE 10.3CONIffACTUQ/ SUPPLIER . .
s 7220-g-1,g Bee Block 16 P/N- REV SER NO.
Supplier ITT Grinnell,' Warren, Ohio '
- 11. INSPECTION CRITERIA IR NO R-1.00-2513 - 12. ASME AUTilORIZED 13. SKETCH ATTAcilED 14. Discovered During 15. Equip Furnished By '
NO. Son TsinoL16 INSP IO E Q'D (x)flec*g ( IConst ( ITest .I l Client (MEng ( ) :LD OCl DWG ( ) SPEC ()OTHER (30 YES 1)NO.
~
- 16. NONCONFORMING CONDITION: 24. DISPOSITION CONCURRENCE
%e hanners rgeelved on TTT Grinnell's nhop orders E-lE- .
909, 965, 969 & 919 have shop welds which are specified on the applicable sketch " " '
for each hanger. Contrary to the above, the shop welds for the follouing listed hnntrers are oversized. "i ' '
". PHOJECT ENGINEEH ' DA1E Con't Page 2 PHOJ CONSTR QC* ENG8NEEH DATE g ,- ,
AUT HOHlZ ED INSPECTO H *" DATE
- 17. REPORTED BY ***"'5" 5' """*"8 DATE 18 VALIDATED BY DATE
- a. TD 012l3ah7 A stA4.$4L9 /-4-7f /
- 21. R6UTING: IX) TO FIELD}E G'IN.EERING . ,( ) TO OTilERS (SPECIFY) . , .
- 22. ( l Field Engineering Disposition C Field Engineering Recomrnended Disposition tohor6ct E i 'ng 0.srAftnos .
TA/Af dddAtMA/02 MJ// W N f A i*t~ b A D M M *D G4Gs/ A bth' e71ddit/At/CEd* 7L2ctr 'i try-/dL' -d3z -z.- (cey smedo) A/4 AW&Ms}w,orQ-4s'7- 37-2 9, 2 dot).W P: ,
' ~
J Jud-tr-3f Awo ar.ho v'U3d.n-YhcbliasidAN$AwssM . 7/e nc$2 2%eowew s ds_d.c/s %u stAJ. sui %/dsdHdriir/e assor Mscus
. Moy-tr Jfso Hof-/f-js ~ 4sr .cycAryydr$VW.4% 4/sr* sMens)z6. f
- 23. PROJECT ENGINEERING DISPOSITION . .
- .a x :3.& r 2::: 3: .9,hm..s .W - : i . ,
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- !4 NONCONFORMANCE R ORT (CONTD) s.eds.2 .sr 3h ,
- es. nce a2 1145 .
, IIAUGER NO. SkE'ICII NO. SHOP WELD WELDSIZEREQIkUD -
hdDl 5' IEASURED E '
1-616-12-26 1-111CC-lh0-Inh 1 _3/16"A11 Around h" All Arotmd '
3-11rCC-110-IR4 1 1-616-12E6 - 2 3/16" M1 Around };" All Around j 26-OlmC-15-H3 0-619-4 3 : n. 1 _h" Both Sides f Au Around -
3 "-11mC-217-H9 1-657-2-32 1 _3/26" p_oth sides .5L16" All Arotmd 3"-1 TmC-217-H9 1-657-2-32 Y : 2 _3/16" Both sides 3/16" All Arotma 2} "-1]EC-178-il6 1-6_5_7-39-16 1- 3/16" All Around _f" All Around ji 21"-111730-178-IR1 1-657-39 1 2}"-11mC-178-1R1
_3/16" One side A" All Arotmd l" 1-657-39-21' 2 _3/16" one Side' .h"AllAround 2h"-11mC-178 Ine 1-657-37-29 3/16" one side (2)
'l 3/8" one side (2) 21"-1TmC-178-H-12 1-657-37-29
- 2 3/16" one side' (2) g8" one side (2) ' '
2} "-11mC-178-In2 1-657-37-29 . 3 3/16" Both Sides d'"Mn$"[ )_h fpunel nagggp h"-11mC-2h6-T[5
~
1 657-39-39 1 3/16" All Around d' x 5/16" All Arotmd 21"-1TTCC-76-H9 1-603-17-13 1 A"Dothsides 5/16" one cide, h" to 5/16" ather j 21"-2HCC-h3-IR3 2-604-14~5 1 3/16" All Around h" All Arotmd' *i
__._2A"-21rCC-35-in!t 2-604-llif . 1- _3/16" All Around A" to 3/8" All Around -
__2}"-211CC-h3-IR6 2-604-1450 ' 1_' '
3/16" An Around A" All Around
. ._._2h"-21I00-h 3-10 8 2-604-14J13 1 3'/16" An Around A" to 5/16" A11' Around 2h"-2HCC-43-IR9 2-604-15-14' 1
1 3/16" All Around d' to 5/16" A11gog l'
2-604-15-34' 3/16" to 5/16" -1bth aidas- V #Y[
2h"-211CC-35-H8 1 3/16" Both Sides 7 g 2k"-2HCC-35-H8 2 601-15-34 5
2 *
.3/16" Both Sides 3/16" to 5/16'I $h A 5@M k49 21"-21r00-35-119 2 6of-15'-35 t '
1- _3/16" Both 81' des 3/16" to 5/16'? MdNU-- Mj g
____2}"-2HCC-35-Ho 2 604-1s45 2 3/16" Both Sides .3/16" to 5/16"MhMUM- o M h"-2nCC-h9-In 2-604-18-35 1 3/16" one side " one side ,
h"-2HCC-49-In 2-604-18-'35 'r 2 J/16" one Side i
h"Oneside j 4"-2HCC-49-In 2 604-18-35 3 1/8" All Around 3/16" All Around i 4"-2HCC-49-la 2 604-18-35 4 1/8" All Around 3/16" All Around i 1
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