ML20132E160
| ML20132E160 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek |
| Issue date: | 04/26/1985 |
| From: | Jenison K NRC - WOLF CREEK TASK FORCE |
| To: | Martin L NRC - WOLF CREEK TASK FORCE |
| Shared Package | |
| ML20132E136 | List: |
| References | |
| FOIA-85-101 NUDOCS 8507170639 | |
| Download: ML20132E160 (25) | |
Text
. _.. _ _ _ _
-a j
f t
V.etu;#Alis
,' *../s,,. (..h NucttAn titcui atony COMMISSION
)
$, \\%,I.),';
g ~
e fil G'ON IV 5
j
=*
611 f.YAN Pt?3 A OtuYt. Ettif t 1*00 5
w 9...,
Antt*.GTON. lf 4 A5 7 Nil i
I k
Hfli3AtiDU!i f 0R:
L. Itartin, Chief, Wolf Creek Task forec, ftegion IV f; M t:
K. f t. Ant on, h opct inspector, Region II Volf Creek Task I'orce
[
(
i SU3 JECT:
VOLF CRLIK (DN $0 432) Dif 0RCU!ENT HISTORY TOR cal [HDAR k
YEARS 1983 and 3934 i
2 j
A w. nation of those violat lons received lay Docket flum,ber 482 Kansas Cas and Eltctric Company, Wolf Creek, for the years 1983 and 1984 (through inspection i
report 84-30) is as follows:
I
)
ps.rity1evels i
-0 i
11 - 1 Ill-1 IV - 11 t
V - 14 L
i
,"efjaleitory Areas Cited:
I i
i j
10 CfR f.ppendix B Criterion i
2 2
18 4
i I
Vil! -
1 i
XI 1
XV 1
10 CRR 50.55a 2
t i
C[rliral,C tep rics of Violations:
3 Failure to fanplement procedures 17
[
railure to establish procetfures 5
rallure to comply with 2
10 CFR 50.55a others i
3 L
i j
71 880424 l
ic son ran (4
P l
A < neral description of each violation is provided below in decreasing order I
of severity:
1 11 PORT litM tit!MBER SIVERITY,tiVil, 482-EA B4-87 f'onc
$t 2 Distrininitica epinst a quality asf urance t. ployee.
482-EA-83-18 83-07-01 51 3 Failure to ir pliiont (3 procedures involving ti.e Ih fueling Ntcr and f,oxiliary ruoretc r Systens turnovers ficm ru.str uction roncerning a r.u.ier of deficiencies t!iat tere not corrected prior to turnover.
482-83-04 83-01-01 SL4 Cleanliness and rovircnmental contials applied towards installed cunpor,ents were not accnaplisi.ed in accoidance with on establistied piccedure.
482-83-07 83-07-01 SL4 railure of a liccnsce contrattor to luplinent a quality progran to control tic rerforrance of testing such as qualification tests and hydicstatic tests.
l 482-83-10 83 10-01 SL4 Failure to establish seasures for contiulled inspection pou rNres involving tl.e perfor.ance of fillet wolds en electrical racomys.
482-83-12 63-12-02 St.4 railure to icject ructcr rnolant pressure foundry tcids in l
i
.nar<bnce with 10 LIR 50.55a p esciitt d A',t'.L 111 Coller end Pressure l
Vessel Code requiru ents.
482-83 13 83-13-01 51.4 l
rallure to inplorrit a quality assurance proccoure thich requires a riintron vision performince level for quality personnel.
482-83-16 03-16-01 SL4 failure to irnp1ri(r.t a contractor procedure which delineates cope dirensluns on accumulator structural stul support pieces.
J
l 482-83-18 03 30 01 SL4 Fatture to centrol the instn11ntien of a r3fety relst(d pipe banaer i
section.
482 03-32 03-32-01 S t.4 I
Inticl Atten of a f3 intp. t t or by a I fc4 nu q m'innti.ttor.
402-03-34 n3-;1-01 SL4 rallure to ir plet a nt a Maontrartor procedos e t hirh ttu c1f tes e able
?,rparat ion rc testrr 'nts for cortain powr rubles.
402-03-39 H3 39 01 SL4 rallure to leplerent a proccoure which ra rpf res Suterial preser vat inn an.1 c.;u tgant protet.t lon con,l. tent with AMI 45.7.3.
Involvnt were the I,oric rc td ti..n'.ft r pu ps sind rio mrous piping r,nel in,trimnt ation itnes.
482-C1-01 04-01-01 SL4 railure to tr p1ccent prr>cedores whic.h provent tho in:ut<crt.,nt use or l
Installation of iterials which efo not confoto to reisf rc:.nnts.
Involved was the installation of nonconfoialn0 mtorial on corponent rooltog viter puaps, 482-03-11 A3 11-01 SL5 rattore to adryntcly perforn n.pality in*,pettlon e f,.cklist ubich rentres f o uilng vita to lac per a.wntly n irlod on pfp.? r.nt, orts.
452 83 12 63 12-01 5t5 s
rallure to folf o.< 30 Cf R 50.M1 prci.ribed M'il 1113oller and Pre sure V.' t sal (mfa r. pli e r cnts dur f og t f e r 4df oyt phy of ren. tor u,clant pr e smre t run fry pfptng.
1 402 83 14 n3 14 01
$15 railure to establish a piomforo for attivities nf fn. ting spality (rcalignnnt of the 175 solt DC Class 1[ system).
482 83 21 03 21-01 5t5 rallure to linplenent a procedure which rcrpf red certif fration of traveler work oporations daring the installation of spent fuel storage racks.
1 l
m
l 4
l e
482-03-25 83-25-01 st 5 railure to fo11ov st.bcontrattor procedures estabilshed to contial IIVAC banger w1 ding.
407-83-30 03-30-01 st 5 i
ralluie to est L11th en udures t blt h tqufely contin),tcam genera t or r,t rondary s ide theut st ry.
432-63-30 03-30-02 st 5 follore in ca.tabilth piomforcs which.mdegnately e ential the hous(4ee pfog su ttvitics of grot:ps Lartle.g in t.lt.ta zones.
402 01-05 04 05 01 51 5 Tallure to estebilth piocoforcs which e ont rol tho taporary use of nylon f.u.tr ners on. lo trical teintnations.
402-01 08 01-08 01 51 5 ratture to trplevnt proccatures whfrh require the conbtned Iteview Group to review dotuentation for corpitance with applict.ble co 'on and standaiefs (concerning t. pool piores and field wolds).
432 01 00 01 00 02 51 5 ralluie to imple:mnt a system turnover prortdure which requires open docountation iter s to be IIsted on a turnw.3r c <reption 11'.t.
4',2-04-00 04 03 03 st$
rallure to ti plenet a procedure which equf res the Syi,t c.n discrep.incy itsts to bo opdateil af ter the rei.olution of de)(ncatml 1 t er.s.
182-04 09 01 09 01 51 5 l
ratloro to c_ontrol access to teattery rnoms during the vold preparation of piping.
402 04 20 01 20 01 SL5 rallure to frplement a preoperations) test procedure.
v 432-01-27 01-27-01 51 5 fc11 ore to tipl.: n t a i e n. t t, r e o,1 uit
.y s t. ca gi r
- p. i.. t f,,n a l t i. t
- >ror e dure, K. H.
1.nt.on Pi of e< t i n s t, t. t <> r Region II, l' >1 f Cr. i k T.,.k Tor re m
9 4
P*
i pr?,M iJ% Of }!CriVM l. fit'lO'l l'l} 411'.')P )1')
l l
l 1/ I t. M t.3 ?!
.rt/i ' v l Ml Ill!2]Iti; le.tJ) id O)l'1) in]);;1'NiATIO:l l
l
\\D.fi)lh.fiCitin:lY.')
l l
l Ur71XI I 06' l'.9f n@lf.%'iltN1 luTI:ItlM.
I L'F G M 328 O / i d:fJ) ItD;I)fCi'lffi [XX3lltCTTATI(X1 lil'11* th' MCI > f.*d OV lirTD ( L Ill'i'itJ A:M Int'in) l l
i VfWil'ICATI(Mt GP O2 tPf. nD ( Cittunt'lVM N.'rf PI
'to tC,M ! TH:/itif.f.fd a *d l'elo (f !J 3 /2.
l
[
~
-, D 1.1 ;,,.~ ;lu W ?. t.
iTe.f.
'.n i ':!; e W :bN3-c n U a:G^:r!D I'!hMU i f GN P A. _T.E E V E.N T.
o ' ' ' A r.3
"'pt.
I ') S 0 t!". M f D O r<,n rn Id nt.irl":..n t i l ',co
@ k *. i O f.fd pipin.; at u".t he r p.,Fe t.
i'r e ft. c d
- c ple in 3; ection.
r p t. 1730 Dlc FAR il 100% ref rapoction of ancket wolds (n m.il l t ore p i p i ni; 10 pelor f.o 6/00
,,... 1 I LlA f./.>5. A., U M I,/ ~
l
h nic il /3t ruct ural clo#1 In Miy 1981
-~
- g i. -a. i u i
M.EC TH ICAl. DhE TC I F:JUY HEPm f:
Electrial
.h!r,,m! by CAR #9
' pt. 1931 KCW M
'ury. Ppt.
~
t!ver.ie trent m oclated with ni ;ing
% 3 /P..
riectrical up;-ort wold lunpection d o a m., o t., t i o n.
... _ _ _. _. _. _.. _ _. _ _ _. ~ _ _ _..
Providod corrective actiona for VG'E
-opt.
1.)31 DIC f.,,R
- 9
- Sury. Rof, ort % 372.
.._.-w g
..-.--e..u i.-e
-e.-.-e-4
+.,.
WO% Rntnaputton of fillet welds m de
>b.
193'l Dic PAR J19 prior to 4/1/31 on 's.9E and "pecial
" cope Plf E hinyrn.
. g~ *,g3
' rf s'1 b f n ip et t on Tr,1;.. ati cn perfor md in all ".L111 di ng.
Rructumi Ste91 "n ace yp t,$1e p, e,ot #.;, of * 'ida tre F i l l e t *,le l !c d '.ficient in th' ?,uxili ary, Contro) &
Fuel Bui1 fir:;s.
o
- c. r. 1733
_.w DIC C 3 R9 Cht.ain :orm ctiva actions of.!offt tot e
.41is noted otove.
'![thiraw sol ntial
,;0. {M ( c )
g Ne/dh (!d _._ _ __ _.-_.
the. 1983
'Oct. 1983
'og. 1983 DIC CAR #31 Not al;. M3S'<!R's can be located for "Q" wolds in the Fuel, Reactor & ESWS Pumphouae.
NCR's p,enerated for each oafety rotated
_.hulldt.tE.or_.atea wLth_ rib:ttng MSSWR's.
DOCU!MNT INSPECT 10N TECONC t!.I AT IGN 3/13/84 VEHIFICATION 0-17-04 TAbK Pl.AN
\\
POICNTI Af, 50.55(o) -
9-18-84 KCAE OA CAR 819 -
s-KCr.M G1 OmfMCP1VM /CPIC?i inUIF2sf (19 PnfXtW1 GUFCPtVF:s l
LOR'J if A 0) eof.lDNilD L'bOJFCP PfRI 1
(
i l
l AS.9]PM 15Y 03]FCh'lVM IVIDi7CM, TILTT t,Mi D1.1 SA&;fY PHJsTED SLR1Xl10RAF. SfMFL th1DItG OXiPr.lFZi 5(I'11I AfJ. QUAI.ITY CRITERIA.
i ASSURM '11LTT Itil;PFCTIGi IXXJCihtirATIGi IS:
AVAlfA13f,8 00tiPf.hT8 REET.ECPS APPUOPHI ATM INhT)C%TIGi TU/CEAEf#,
L t
I l
FN?fD?sTM OIllER Alfi Dl.1 SAITfY REIATFD tlEfDitXI
(
ICIVITII7i.
l l
i I
~
o-o v:r n <, ei p :-,~
[k$fffjs' INTEROFFICE CO R RiiS PON D E NC E
'IO:
G.L. Pcuts FGRC Gl+d2 i
FD~lf a R.M. Grant '
FATE:
0.t.oNr 17, 1981 CI:7.nrI*:
CScr.x-tive Actico Re tnost (rAR) tb. 19 i
l Attach, l i 3 Cartective 7ctinn F spest (CAR) #19 *-shich is b?inJ issueel to cbtain merect ive acticas to prchluna aw.ci.atul with safety-relatal Av.3 l
D1.1 structural steel wbling.
olewo recpri to this corr.vt.ive Action Request by conpleting Cxtion 5 of the subject cla.
Ymr scholute for bpinmotirty cotr ctive actions an1 an explanatica of any acticos p2 hwe already taken should ha culmittoi to Ly 0;tcb?r 24,1931.
~ m3
- n/dkb cc:
K.R. Bruan G.L. Koester F.J. Daldy j
W.J. Ro<lolph II C.R. Parry C.G. P1 trick i
h 4
1
. NF -GJ rev. 2/S4 TE 5d501.
=_,_..,,,.,,?,
wcrs can;g cessarne srATIai W
119 h.2//,1 CORRECTIVE ACTION REQUEST n,
nn.-
._~_
CAR 10.
__1_9 l.
CCEOTICti CESCRISICti:
~
See Attached..
2.
PFSPCGSICl2 GGJJIZATICN:
FG.E Construction
~~~f G.UdB CF CLNDI7fdll:
~
~
Q\\ Prcyran bre Adut.uncciat cd alth *tafet.'/-rel,nt+xi
.'.*dS Dl.1 structural steel w1 ding.
4.
RECCmE!CED CCJdiECrlVE /CTIGl:
- ~
See Attached.
l
_y L
L
' JA T-- A r1-01_
d E'
/O /? P-'f Faviewer i
Cate
\\
C al1 / Branch Papresentative Cate' i t
f
[5. SCIIECULE FCR DiPLEMarfATICti CF 14?rICti:
i I
Ec Qcasible Supervicor Cate 6.
';ic ROCRTA3LE: Ove-to 7
srca doex ^C:1cel rie<ci: Yes Ora 9/13/34 See Attached Telephane l
Call Record If Yes, Repctt 5 8.
CC?SffiVE /CTICHGTfiF.07~Futha3 oPlectrication:
1 I
l
\\
Olality 3 ranch Representative cate
~
Supervisor cate
~9.
C.'dt CICSED:
Yes Qaality Brancn Papresentative Date
~
Supervisor Cate
- 10. APPROVAI,-
DME Director - QJality m._
- - - _ - - - - - - - ^ " -
.e
~.
Pa-je 1 I.
nynnial InntIPCIGI A.
Cbjectives_
i o To durxnt a cencolidated project plan for the identification, evaluatico anl rcrolutica of probicms anscciatul with Sa fety-Relatcd NG D1.1 Welding.
i o To prcvido ancurance, hsed cn cbjective evidence, that NS Dl.1 Weldirq of Safety-Rnlatal Structural Steel cc:pt le.1 with all Onlity Criteria as cpecificed in the relatnl dcaign
&tumnto anl is within the tolerances of acceptable deviattorus as detemincd by the Architect - 15J ncer.
i 7
o To provido assurance that the doctncntatica which supprts tho inspection of safety relatrx1 atructural steel wids in
- Availablo l
- Canpleto
- Reflects apprcpriato inforrntion
- Traceable to the itcm or activity l
o To evaltuto sup Wrting clurnts of the DIC Onlity Asuuranco Pro 3ra:a to ensure that those clamnts were. adeqtutely an!
j offectively. implemnted to darenstrate that the DIC Wldire of safety related structural steel,
' !IVAC Supprts, Electrical
- Supports, Pipo khip Restraints an1 any other thS Dl.1 cafety related welding activities were in. coglianco with the FSN1 (i.e.
IAS D1.1 - 1975) and the Design an1 Ccnntmetion C,\\
ProJram Manual, Sectico 17.1.B..
l 1
B.
Definiticos
[
Joint
- A structural cteel wided connecticn.
A joint ray ecosist of numerous ~ wolds.
A joint nny alco bo.
i referred to as a connection.
4' Weld
- A continuous largth of weld raterial with only ena-start an! one stop.
i MSSNR
- Miccelbnecus Structural Steel Wald Record; a form unal by DIC to dctu ant installaticn and inspectico dats for welds rado to structural steel.
4 Ah5 Dl.l'- American Uelding. Society's, Structural - WeldinJ Cole.
-This ccdo covers wlding requiramnts applicable to wolded ' structures.
.It.is to be usal in cenjunction with any ccrrplerentary code or specification for the design and constructicn of steel structures. -
~
Miscellaneous Structural Steel - See Attachraent B for ' Grplete Definiticn.
Structurally Significant Welds - See ' Attachmnt B for Ccrglete j
{
Definition.
i
}
^
E' l' age 2 C.
Ibriq ytl_ Tnfornaticn o FG&E Curveillance Rrt, ort S-372 (Octcber, 1981) identificd a Quality Pm3rc:a break &wn due to the followiny deficiencien
- Misniw3 inn
- Incorpicto/nction dcawntatico imprqx r remlutica of identifici elcetrical, mxhanical aal uttuctural weld dcctnentaticn deficiencies.
The Surveillance Retort resulted in tho insmnce of DIC Cut 89.
Cdl C9 tertaimi exclusively to the nujor finliw3 of tho surveillanco Paror.t, -
that bain3 electrical cup, ort wMd inupection drumnt ation.
An agreurnt between m&M ard DIC Coality Managwnt wm reachn1 that rapiral FCLE to inano a CAR if the DIC resolution was unsatisfactory to Ni&E.
o DIC CN1 tb.1-E-cc) (Cetcher, 1931) was wtepently inaunt to
.vMresa the etcetrical nurp3rt w'id insyction druc.cntation concerns identiflot in the FC&E Surveillance Report.
The toat emes of the problans identifiul in the KG&E Surveillance Peport wuro deteminal bf DIC to bot
- no lack of rorificatico Uf the respansibio craft to Quality innpcctcra tlnt wMdito activity was schululal to csunnce.
- Impecrer proccasin3 and filin3 of wuld recotus.
- no existance of a sin 310 part doctant as qposal to a tripilcate type fona to record inspections.
The corrective measures taken by DIC involvcd the retrairdn3 of constructico 1
en3 neerin3 perrennel an1 the placanmt of liraitations en the authorizaticn Icvel rapiral to initiato the dispositiens to Deficiency Reparts.
%e C'dt was closal in Ncncrber, 1982.
o DIC CAR 14H'029 (!' arch, 1983) kas initiatal to nIdress screa wwld inspecticn incenaistancies in the Auxiliary, conttui an!
Fuel D.iildings.
To investigate the extent of the probina 241 welds were inso ctc 1 of which 147 were identifial by the inspectors as deficient.
To resolve the crxdition identifica on the CAR, ICR 1sN10331FW was generatcd.
The evaluation of the ICR involvcd a.other insp2ction by Welding Engineerin3 which resultc41 in the detenaination that caly 22 welds exhibital teteatially significant cenli.ticas and wnre subsc~
rpently evaluated by the Architc<:t - Engineer and dispasitional "usc-as-is".
Based on the ICR and its cicsure, DIC closed CAR 1-W41029 in Octcber,1993.
i e DIC CAR 14'-0031 (August,1983) states in pirt i
" MSS'.Gs used to document safety related structural steel-
. welded connections through out - Q" desigrated areas is inadequate. A sample survey made by (DIC) Q.E.
has sim n 16.4% of the required FESwas cannot be located for all "Q" welds in the Fuel Bldg. A survey of 6 crecticn/ design drawin3s in the Reactor Bldg revealed 24% of the welds are missing docununtaticn..
In additicn, M/W Quality has initiated a NCR (ISN11957fW)' to document 42 missing FESWRs for welds in the ESWS Ptrnphouse."
i
Pago 3 no CAR was disconiticnal to writo an tCR for each safety relatal billdinJ to aktress the missing Mu?.ra's.
Alt 1mih the CAR rnrains etw1, the propocal justification for closure is l
Insal in part on the clocuro of DIC CAR 14C029.
O Currcnt Project Actictr3
- Doctmmt Reccaelliation Tank Cn Au<ptat 13, 1981, a docurnt iccccci1lation ot' fort was initiatul at the.lir^ctico of
~
Iwojeet ron gonent to detornino thich na fety relato!
.truct. ural utcol velds identirlol co deal <p1 dem irgs were lackiny incpxtloa duxuntation in the fona of !Ci:ts.
1
- Inspection Vetificatico Plan:
On At>3ust 17,
- 1981, an
~
inspectica verification effort was initiatal at the directico of project rnnagnnnnt to provido an accurato accoment of the "as-billt" cor.litions of nafety retc.tel st.rucutral utNL weldal connections with unretrievable WWI,fd's.
These activities are IMing performryl by a carbined team of DIC aryl Architect - En3 neer ANS Certifial Weldirq Inspectors unIer 1
- dirc< t cupervi don of KG&E Ccostruction QC. % eso activities 1
are trin7 pecronnat in acconbnce with written instructicna instal by KG&S Ccnntruction QC which reficct 'the criteria of Ah5 Dl.1-l97S ard the applicable Architect - Enjincer design doeununts. no results of these verificaticns an1 the review of Survaillanco Report S-372 have causal the tinliras in Section E of this repxt to to issual.
D.
gegf rc mnts
%o welding of cafe'y related structural stcol connections at KGS t
is gcrierned by welding colo 14S Dl.1-1975.
n o WCGS 1 EAR invokes
'this code for each safety relatal structure. In acklition, 1N PPS project specificatica UV.66-C-122 (Q) Rev. O thru23h 14 ultitial
" Technical - Sp:cificatico for Gmtract for Erectico of Structural Steal for the (S5UFrs)
Power Plant" an]. specification 10 ?CG<-132 (O), Rev. O through 8 titial " Technical Srecificatica for Erectinj Miocc11annis Metal for the Stanitrdizal Nuclem: Unit Poer Plant Syston (SNUPPS)" rcquires structural steel walds to to performed in accordance with Ah5 D1.1-1975, with excepticas in the criteria for - uniercut (rara.
8.5.2) an1 weld convexity (rara.
8.5.3).
E.-
Finlings - Irpacts - Rcu.m udal Corrective Acticns The fivo findirns listed belcw were identifini during the t%o SCCS -
r anagonent assessronts described in the ' Background Infonraticn'
'section of this report an1 a review of Surveillance Report S-372 by KG&E CA.
Collectively, these represent a breakdown of the constructor's Quality Ascurance program.
Wis conditicn was
-caused by an appirent inmnsistent application of wold inspectica criteria, failure to implanent procalural rcquirements for dccu-rrenting inspections, and failure to impicment effectivo corrective
. actions for identifiel deficiencies.
t d
3 Page 4 t
Fin illv; ft: '1h 3 n?mtita of tha Docuccut Peturillatico Tank hxtimtal tint IEC) of 60lG tW.na for mfety related otructural atent solda are utirairrJ. (See Attachment D) l Impact:
Witinit the doctmentation for the stnictural wlds, tho folicwirq nreaa aro IMutuaninato
- Welder hientificatico and ginlificatico
- Filler metal traceability 4
l-
- Vimut irtnpation renulta j
- Cualified weld ptcoduren upxificatico nuM Recernrnimi correctivo Actions _:
Acticns la thrcogh 1h 1>21c.i will i
adequately address all of the cencerns identificd in Fin 11nj #1 anl the " root causo" concerna associated with FIMinJ #2.
J la. Based cn DIC ptnJram roIuiranentn, aanure that all of the widars an1 wlding pccceduro sp.cifications wro qualified to AW Dl.1 - 1975.
I ib. Feview the DIC program for the rurchase anl control of filler i
mterial to ensure that cnly acceptabic filler mterJal was u:xd in cafety related uttmetural stcci wlds.
4 Ic. I.Naluato the adequacy of the DIC inspectica criteria an1 i
precedures to determino if these cl< rents oxid hwo
{
adversely bpscted either the results of the initial insp c-
_tions or the results of the verification plan.
Doctwent and i
proiido this evaluatico to KGGE CA for revicw prior to any i
additiccal inspectica impicm:ntation.
Any changes in -
j inspxtico criteria arvi precedures shall be prcuidal to Er&E i
GT for review.
j Id. Cbtain a doct:xnted evaluation to detetmir.o the validity of l
Inspections perform 1 with the presence of paint o1 the veld.
i le. Utili2o p?racnnel certificd to ANSI N43.2.G - 1978 for the inspectica of safety-related structural steal welds.
Inspections shall be performed in accordance with the DIC Quality Progra:ri aM trainity shall be' perfomcd ani
)
dccum?ntal to assure that irapectors are c Ta32 ant of the 'DIC Q'nlity Inspcetico pro 3 ram rcq11rcsmnts.
i 1
If. Perform a 1C01 reinspecticn of all - structurally. significant safety-related - structural steel wolds with ctissing MSS;G's.
'Ito identification of " structurally significant" elds shall be mado by the Architect Enjincer (Geo Attacluent B).-
Inspect the welds per' reccrrcMations ic, id, lo, Ig, - 1h and 2a..
?-
'ig.
Use an ICR to obtain ani docu:nant a suitability for service i
evaluation of inaccessable welds.
lb. Report all identified deficiencies on an ICR.
~
c.
Paje 5 Finlin] G2:
An inre,:ctica wrificatico effvtt of t afc ty-rel.it al ntartural nteel wldinJ, m&cta' a by IU3 cett i rnt wh1 im.prt eni id ntiftni t; : ve ral aivan of iM f eb ci ca.
Ec: e d3ficio fea hree la a c.st.yocin =1 b icv:
- Ib? n3I;;d wbt3
- W iel d ifn:tn
- Inrrr :t.w rtyn.c.ti,n
- U.'b l n d n ua
- U.:d d i:2' amt Lwet
%ene s'oficienclea muld jequrdine the structural integrity of the cauxctirn.
Fews w::dr:d ('otvcH.ve ti_t inns:
7,.Llen9 71 : ht emgh ?d balca s i i l udr>pitely ad iress all of thfo:ncerca identifio.1 In Finling #2 ard the investigative actir.n3 nquired by FinliuJ #5.
2a.
Datennine al acm,ent the "rcot c.m u e" of the previous neceptance r ' doficient st rectoral. Ads.
Indyze the lutc Sq p;rt, Electrical Sqp3rt, PipH*aip Peul taint iull any othr e cafety-relatcd prcyra:7 utilf zin] /Ge3 D1.1 W1 ding to ensure that the ca:ne "tmt causes" irherent in the structural steel wlding proJram wre not generic to other prcgrams.
2b.
Perform a ICal reinsp;ctica of all structurally significant ra fety-relatal utructural ateel wlds hivin] PSS4R's.
Wo identificatico of " structurally algnificant" wolds chall 1>3 mde by the Archites t - &ginme (See Attadant B).
Insert the welds per reca tren1ations ic, Id, le, Ig, lh, an! 2a.
2c. 61uate the results of the ru pleted Insprtion V. rificarico Plan agetinst the acctpta.co criteria tmd in Acticn Ic.
2d. tu:y identifial deficiencin shall in dcc ; mated on an !G.
- e****
Finliny #3: A 1:all ruter of cafety-relatrd structural steel welds were not nndo or hvi misain3 reaterial.
D m Letl We structural intojrity I'as reasibly h:en jcqnclizc 1.
Reccrrurded Corrective Acticn We folicvin] action anl the engineering disposition will adegntely address Finding #3.
~
3a. Forward the "as-built" inforrutico to the Architect 1
1 Dv3 ncer via an tG to obtain an en3 neering evaluation and dispositicn.
Page 6 Finlin]~f1 0,n (1) whl wo ('ecr catal.us ha(1U lx cn inaccetui
~ ~
wh n in tulity tha m h1 ma mt m*.
(Ref. tut Im2f D5al)
In
~g~et:
no inspxt or sho rnla the error could hwe frcercrecly 4xt:rcntnl othn wlds.
no Arec tta al it.t<grity lun lomibly twa jeopwlimi.
Penrwn fat corrective T.ct irn :
nn followinJ act fr.o will ade-Euatdly cuMrcas FindinJ M.
t l
da.
Investigste the mocorn to determino the rcot u m:0 of the error.
Inv41lately mt i fy KC&M Cua1ity ?cmorence if any other probicm3 of this inture are identi f101.
Dvtwat the investigativo actions. no rot ification of iW,M C\\ ninli n >t perclude tha Im:u ince of an Sm.
Firvilto IS: Objectiva eviderm t1ut tho 12 c'oubut nnt at o'inrat voldlig irrrp.3ct.f cahhcrutaint t'xbterrs 1.L ulfie 1 in ECT.X 0% Curve 11Jance Pqurt C-172 wre r.xtified hta int tren puwhicd.
I=act:
Woro is a
insaihility that the rnechanical an!
stnictural nutport weldinJ instrcticn/docunentaticn prcbicms identiflol in the Surveillance Pr rort wro rot corrcctcsl.
Reccrrenied Corrective Acticn We folicwing action wi.ll ede quately address YlnlinJ 35.
Sa.
Provide objxtive evidence thTt the inhnical.+rst stn:ctural support weldinj in e.ctico/dcorentatton pechlu.3 idcntifici in Surveillanco nerort S-372 have Iwn <rcrecto!.
If such evidence is int available, reacarch the extent of tha problem aal take the appropriate rcruilal actions.
F.
Rectnmicd Corrective fetion Flcu Diagrams See ?sttachmnt C.
- - ~..
O t-
.WP.WiWNr A s
1 DATE: _9/10/G4 t.Es _ k'il_NRC _
TIME:
'T 00 TE: 406715-K152 1
TE: _ 1356,4_-152 1.
Tjit J{Pt ]NE_,,NOlj, _ RECORD, J
h TG: Iawreenco Mattin FROM r._DMay_c ard,JBwMlpjh,__
_JL i n'f *t av,_ sf arry_ _
t COMPANY: NRC -Rotl on IV i
ADDRE11G _ Ar lip.nt nn, Texan TELEPHONE NO.,Jll/J60-0100 (uso ink)
SUBJECT:
Potential 10CFRSO.55(o) Inspection of Wolds.
Wo informed Mr. Martin that during our ra-inspuct. ion of wolds for-which wo had no inspection records, wo identifiud 4 wolds on the containnmnt cooler platfrom and 4 lateral supports for the incore instrumentation tubing that were not insta11od.. We are investigating to determino whether or not the condition was documented and why they had not been installed.
REC!WI!D N N{@
c+
- t. m <,,.e ee ACTICN RECUIRED AND DATE:
1.iconning coordinato 30-day report -
duu 10/10/G4 DISTRILUTION:G Koestor H Uundy/D ' Dartlutt/W Gulda.nond F Rhodos F Duddy.
R Poguo/F Zaval M Williams G Fouts C Parry /M Lindsay R Hagan R Grant J Dailoy/D Prichard,,,
M-Johnson W Rudolph A Deat
/
G Rathbun R Glover S Goiken
~~
L Stevens G Baker
_. /
Al 8
.F Field B Meyer
~ "(sighaturef N
g
ArrNrt:Rr n
- 1. pfinit3cn ofjffncellarmto Gtnrf ural secel:
!!!scellanecus Structural Steel 19 divideel into two (2) picts for the turtuaes of this CAR.
A.
Mtin Pram an! Amo'iatal :' ah rn l'a3n frtm Volds are thC10 Vehla on sttuctural utrcl ornnectiorL1 which mnort the min luilding ficor9 (o ncreto ce gratiro) and toofs.
For efficiency, these omnections are identifini en a "p2r drawing" Inais rather than catcsorizing each picco of steel inilvishully.
W.are fore, it la inevitable thit thia categacy will inclu!c cottain "as.o lat ex1 cenn:ct lon9, uuth as, wlds other than ticso w*iich nupicrt min buibliny ficers anl roof, which are depictol on drawires primrily slming ruin Lui.1 ding ficer ani roof
- steel, i
11. Mincollar g g Miscellaneous welds connect stcol which does rut uutinct min butidirq ficora or rcofs (i.e.,
all structural steel wulds not classified as min frama or associated welds).
Tais does not includo hand-rails, toe plates, anl similar i.tcms.
2.
re finit3cn of Strtv'turally siquificant W1;Ist Those wolds which are rcquirod in the coupleted buildirn structuro to surrort and protect c.3fety related erguiprent and tuildiry cngonents.
i itelds for tup rary suppcrts, rco-safety related suprorts, hard-rails, tee plates, ard similar ittns are rot considerest to to stneturally significant by this definiticn.
1 1
- l.,KC}9 CAR 11
.s r T A c H/.u d f c -i f
- .l-
.eco,sv.se g o ep cosawne Actwu Plow prAqgAA IIIN OlNQ @ l h 2 MVI # WEto:& / Pgoc eDuM QdAbif!cAfl090 P
'fF.05i!!/A YS0 i
?
40 it:Vis v/
f*iLL 6 th
^ ^TS2:^L
.r Aifo&T TJ V4h2
_._.3 A40 iVA!.d Af e f;a f f.03'. f,%
YIO i
+
,No i
AND 4
' ANALTf.P oT9tA nvew/ p:vrte '
Ads ot.1 r
~'
- d 'y O c 1*t o d c a.i rrt
- A pao 48AAs CSfAld sr
(
S VAld Afi- (AINf DIRfrCT!otJ 09 weL.03
[RO,6 KQ $ 2 CO AGT. 4 qA d
.6 F^ldt ft:AOVAt-PAoDL;,sw YS5
?. qJ n a ? O
?
9f.tAcpod g,
F!* K4 ( P Y
DIRfdf(0 4 -
No I.4 G /. C RIT
- K'A m
c M s.s;/ W
- VAL * /
w
.+
' '\\ t NT
'~
I MidGf.*CT ALL YES
+ *SS W?LO3 4
l '
V// Uc0405 C N TIPT ASP t--
o reAiu Q c s &G c'yc30 ft.s Ca0 al:ANG
?
SIA A 7 72-=
i 14cy!cy Yes 9a
- d g g g
og INMc;Sclets o
WFLDS f g.jjgjy gy
-g, POLLow MNRT PFoA N' A
> C O.4 0 f,,n c g.,
pierositiod To r<4 $ E (A i
k : ST.494fdRALLY sl441 Pica q
. - =_
- ~ - _ _
s K cy & &
CAR l 'l grAcaaugT
- c. 2
?JCO.W.Md D ?P CO6MdTIV& ACTION P! CW DIAGNAA\\
i f'idP(d4 4 3 flWpitjq F t F19pidQ 4E 5 4
ldlTIAfs-idVff T !6,Aff F?o'/lDe NCR CONC &gA's CVI D f dC5 t
p o, "',. 0 v.'
HJMA9 lg
~. v i o ;ric t-y pcg c f.p.o A
/- /A i !. A e t.c-i 0;tf00iT104
?
f lt3 i'
yg gg Ri'TOf.T TO VQ 4 0 QA h cvWCT, RIC?b?LH {*
MffFJ4!N&
P,7V!if v/
o f d c F~
CXf d1 of SGeorP5 PRO M.fA\\
g
,e hiCJ F C' C F lT Fft! A l
HAS 6694 l'AX C-l stve' orto Apref>;,,9479 b
F fM L* PIAL, 1
escuw
,,y,, d,,-
FAINT TVA','!Aficd r
40/A.ET S g
h a
E f N C? f".T' l
r _,__ _
u o
F50.% U.C
'?
ft
't'ES e
WRITE NC&
i cod.aw som J
015FOSITiod i
G')A/AAF'(
F!!PCAT FROA e
co9sf. Aqs.
To 6 % ? 4A [
- Je.?r:.",' Ju T4 a'.N OV DV I FM
% t i fy h ir.l s tro
- c. tu ujr.uiitic.c.p..:ts oE - i rot y r.'l it d act iv i t ii ; ut il i z inj A'..G 01.1
- lili vj a re in < tn Cor.r. iace w i t h t he t'.'aR D ele r,.nt: in utrict acc >ry! inm with CAR 19 7:u lr r in j :;yst..wi util i /i 41 in iha pl.u)
I'x.u plo : 1.
- i'indInJ tia.rMr in CAR I.i.
- nocou.>ndel correct-Ivo action in CAR la Action ; pl innal in muaj.,1 nt plan
o l.
fit:DItx3 #1 - MISSIt:G Ps wia's tecIONS a.
Verify weldata & procolor.r3 rpulificsl to NG DI.1-75 b.
Verify parch.no & control of filler & hme material tai ace. ptablo Verify in.>pection critoria nl proculur.nl < lid not.vivors.21y inict c.
inspection resulta d.
Dccucent validity of inspoetion for CAR 19 attributes wit.h the procence of paint on weld:1 e.
Utilize patsonnel 03rtifiul to NJSI t:45.2.6 - 1978 for the CAR 19 I
inspection verificatir41 plan f.
Perform a 100% reinspection of structurally significant walds with micsing records 9
Obtain and doerarat a suitability for service evaluation of inaccessable welds h.
Initiate an iCR for all identified deficiencies FINDItJG #2 - IrlSPECPION VERIFICATION pud ilAS 10aPIFIED SEVERAf, art 3S Oh' DEFICiFWCig ACPIGNS Determine " Root Caase" of previous acceptance of deficient structural a.
welds and analyze other Ah3 program to d :termine if " Root cause" wu generic to those pc >jra:ns.
b.
Perform a 100% reinspection of st :ucturally significant walds having t'ssha's Evaluate the results of the coneleted Inspection Verification Plan c.
against the acceptance critoria d.
Initiate the ICR for all identified deficiencies m
FINaltu 5 3 - MISSitK1 MXfERI AL AND hKras a.
A/C p?rforin "As Built." en.jin.rerinj evaluallon and disivnition b.
Verify the incorew iLion of design chanys c.
Evaluate for Poot C.w;e det..nination FiflDI?#3 i 4 - 111SSitG WELD (s) WITi{ EXISTitXI DOCUMrisfATION a.
Inwr;tigat.e to d :termine " Root Caos. "
- Evalu ate CAR l') inspect. ion verifleation plan results for patterns
- Identify further actions as rtypalrol FINDI!C 55 - OiUFrPIVE EVIDENCE TilAT MFCIWJICE 7140 SfiO1rVPAL hEf.DltKI/ doi'UMEl."fAflON IN KG5E QA SURVEILLANCE REPO:<r S-372 !!AS Nor BEEN PiOVIuFD a.
Provide objective evidance for:
- Civil deficiency rerorts in S-372
- Mechanical dericiency reports in S-372
)
1 1
.e. nir sty v.o hf]fj[G" VM il jf,'
INTEROFFICE COURESPONDENCE j
TO:
R. it. Grant KWCI.KQW 84-120 ruou:
G. L. Potit s October 26, 1984 i
SUHJECT:
t j
'fol f C r e ek. Ge ne r at ' og Ci a t l on
)
?!a na gewe nt Plan for KG&E i
Cutrectfve Action Poque,t 19
%solut ton I
i l
REFERENCE:
(a) KQLKWC 84-002 4
In recponse to the re f e renc e letter I am submitting the KG&E ltanagement Plan for the recolution of CAR #19. This plan tilf fers from the plan initially subtnit-I ted by Daniel in their letter CLKWC 84-1045 to me on October 19th in that KGAE Las incorporated Bechtel Engineering co ments into act ions assigned to Pechtel.
This conprehensive plan represents the efforts of P.c c h t e l, Daniel ami KC? E and j
has been reviewed and approved by Frank Duddy and myself.
i j
Please advise no if you have any questions regarding this response.
f J +I.
1
.- s-V# Gary outs j
Assf. tant Project Director j
i GLF/mh
/
I.
4 Attactments:
(1) Corrective Action Request #19,
f (2) KCSE Managenent Plan dated 10/26/84
{
(3) KG&S Managenent Plan Schedule dated 10/26/84 i
j cc:
F. J. Daddy w/a i
i G. L. Eoester w/a W. J. Rudolph w/a l
I J. G. W ison v/a l
- 0. '"ayr.ard w/a i
J. A. Failey w/a j
J. G. Berra-DIC w/a i
j RESPONSE REQUESTED:
NES _X_NO i
i l-j 4
l 11-l0
unnneenanc u KQF-69 Rev. 2/84
'IE 50501 c
WCLP CREK GENEPATI?G STATIQI fj' fhk CORRECTIVE ACTION REQUEST
- m. aum. c-CAR 10. _19 1.
CC6DITICN Di.SCRIPfICN:
See Attached.
2.
PIsicisIBIE C5GANIZATIC6:
KC4E Constntction
' C CEGEfC [Cd D1Tidi:'
~
' ' - ~
CA Prcgrzai breakhn asnciated with safety-relatel AWS Dl.1 structural ste.el
~
welding.
4.
EKOM:?CED CCPJdCi1VU /CfIttJ:
~
~
Ste Attached.
/
/
-QJk :
?- d.21 ~ D 'l TZ _.Ntf5 ~,/0N*TY w
Reviewer Date Dif' alit / Dranch Prpresentative Date
^5.
S5tELUIE FCR IFfLLvstifATICi[OF Ad[ icd:
See attached KGEE Managenent Plan Schedule d.ited 10/?6/84
.e
. A..:
. ?Ns.
/c..96f'.r4
-, n-RationsigleSugrvisor Date 6.
fGC FEPCRTABLE:
lb 7.
SWP WCPA ACrlLN T/03: Yes ~h) 9/18/84 See Attac..cd Telerhone If Yes, Peport f Call Pecord
~ ~ ~ ~ ~ ~ ~
~ 8. C6Eid'fMT/Dili2i VddPIRG~~ tUtFM cf V.Jrificat ton:
hbN5ity Draft.h IL.pce Trntative Date Se[.et vit,or (Lit e g glt C & X O i:
Yes
~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~
9,
~ ~ ~ ~ ~ ~ ~ - ~
~~
DUMEy~ bcanch'P4pter,entati~ve
~1iate FJ;'er vi sor
~ ~ ~~ s te
~~
f
-w-
- 6' who 11 - II
-