ML20210D726

Transfers Responsibility for Listed Allegations to Nrr. Printout of Open Allegations Encl

ML20210D726
Person / Time
Site:	Diablo Canyon
Issue date:	10/26/1984
From:	Kirsch D NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V)
To:	Schierling H Office of Nuclear Reactor Regulation
Shared Package
ML20210D653	List: ML20210D649 ML20210D658 ML20210D663 ML20210D675 ML20210D700 ML20210D709 ML20210D716 ML20210D726 ML20210D749
References
FOIA-86-197 NUDOCS 8609190311
Download: ML20210D726 (12)

Text

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UNITED STATES

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<h NUCLEAR REGULATORY COMMISSION

, , . REG 10N V 0, g?* [l'ng y - 4. p 1450 MARIA LANE SUITE 210 D

% ' * ,o WALNUT CREE K. CALIFoRNI A 94596 OCT 2 6 1984 MEMORANDUM FOR: H. E. Schierling, Project Manager

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Licensing Division FROM: D. F. Kirsch, Acting Director Division of Reactor Safety & Projects

SUBJECT:

TRANSFER OF ALLEGATION RESPONSIBILITY The Diablo Canyon Allegation Review panel meeting of October 24, 1984, trans-ferred closecut responsibility for the following numbered allegations to NRR:

665 838 840 l'037 '1166 813 839 1009 1039 1438 Attached is a printout from the Diablo Canyon Allegation File (DCAF) containing the allegations listed above.

If you require any further information, please do not hesitate to contact me.

1 v.s h'M D. F. Kirsch, Acting Director Division of Reactor Safety & Projects cc: G. Knighton, NRR T. Crowley, RV LCOL NC e lW tl t4. Q Cc Q: 6 ALL ok.u Le a %& x-u (Jiy f pulA ss .mm g KphdLwo

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• DIABLO CANYON ALLEGATIONS AL. LEG'ATS # FEYPHRASE RESP DUPL CHARACTERIZATION SOURCE ATTACHMENT REEFOr6C CLOSE rsCF

1. OF LTR a n665 RV84A057 TRAINING NRR PGtC'S REFORN COMMITMENTS HAVE NOT DEEN 3/2/04GAPW APPLIED TO THE FIELD THROUGH AN ON-SITE 246 TRAINING PROGRAM FOR THE ENGINEERS

• 0813 RV84A064 MISC INDIV NRR PLANT IS DUILT ON UNDERGROUND STREAM BED T7 4/12/84 CONCERNS WHERE GRANITE WAS PREDICTED (TURBINE P121-1 BUILDING, WEST SIDE) ,

0038 RV84A064 MISC INDIV NRR 813 3 CAISSON HOLES 65 TO 85 FT. DEEP T8 5/2/84 CONCERN DRILLED IN MID-1979 DRILLED INTO P3-13-22 SANDSTONE VICE GRANITE THAT WAS SUPPOSED TO BE THERE 0839 RV84A064 MISC INDIV NRR ANCHORING BEDROCK FOR TURBINE I S $6 , T8 5/2/84 CONCERN FRACTURED THAT THERE WERE' VEINS OF P3-23-25.

DIESEL OIL FROM LEAKING TANKS IN THE ROCK 0840 RVB4A064 MISC INDIV NRR THE BEDROCK THAT THE PLANT IS ANCHORED TB 5/2/84 CONCERN .TO IS NOT SOLID. THERE WERE MANY P4-6-11 INSTANCES OF ANCHORING CADLES PULLING OUT OF THE ROCK AND LOSING THEIR TENSION 1009 RVB4A064 MISC INDIV NRR PEOPLE WHO WANTED TO DO THE JOB RIGHT T21 CONCERNS WERE SEGREGATED FROM THOSE WHO DIDN'T 4/26/04 CARE, AND THE TWO GROUPS WERE THEN GIVEN P19-9 '

DIFFERENT TASKS 1037 R'VB4A064 SIE' J.11C DESIGN NRR ENGINEERING GROUP FROCEDURES WERE NOT T23 REVIEW READILY AVAILABLE OR WERE GIVEN ON A 4/30/84 DCMAND TYPK BASIS

• P2O 1039 5V84A064 SIESMIC DESIGN NRR ENGINEERING GROUP DID NOT RECEIVE ANY T23 REVIEW TECHNICAL GUIDANCE IN PERFORNINO STRESS 4/30/84 CALC CONSEQUENTLY ITEMS WERE OMITTED IN P24-5-17 THEIR CALCULATIONS ALSO, NO TRAINING PROGRAN DOCUMENTED 1 1 t,6 RV04A069 REBUTTAL NRR FALSE STATEMENT DY PGLE V.P. REGANDING 6/11/84JI DCL-04-229 ADEQUACY OF RESOLUTION OF OVERSIZED DOLT Et#5 PO HOLE CONCERNS IN RUPTURE RESTRAINTS 14!D HV84AOOO NRC INTERF ACE NRR NRR (VOLLMER) HAS OBSTRUCTED ISA Y!N'S 7/16/04 EXHIBIT 4 INDEPENDENCE TO FULLY INVESTIGATE AND GAP PAGES 3-4 RESOLVE HIS CONCERNS A

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• t 1..btO CAttfull At t EGAT IGNb ALLEU'Als # 11YPilRAGE RESP DUPL CalARACTERIZAlION SOURCE ATTACHMEN T RELPill4UE CLOSE REF

• OF L Tf( #

0368 HVu4Av62 UUTCF FIX NRR QUICK FIXES NOT DEING REVIEWED DV DA AND 3/23/04 GAP 12/PAGE 6 DCL-04-195 HAD NO SERIOUS ENGINEERING ANAL (SIS A404 RVU4A065 DESIGN NRR DECHTEL'S FIELD ENGINEER POCVET HANGER 4/12/04 GAP 2/PAGE 9 DCL 04-195 REFERENCE WAS NOT FOLLOWCD

&W6 MVH4AGS2 SEISMIC DESIGt4 NRR ENGINEERS IN THE SEICMIC DESIGN REVidW 2/2/84 GAPS REVIEW PROGRAM ONLY RECEIVED MINIMAL TRAINING A142 07L4 INU4A064 ANCHOR BOLTS / NRR 351 DOLT HOL.ES IN STRUCTURAL STEEL T4 4/12/04 00LTING COMPONENTS ItAVE DEEN OBSERVED TO DE P3-13 M IS-SitAPENED u755 RVO4A064 ANCHOR SOLTG/ NRR 873 BOLT HOLES IN STRUCTURAL STEEL T4 4/12/04 LOL tit 4G COMPONENTS HAVE DEEN PACFED WITH WINE OF P12 DIFFERENT LENGHTS 0756 RV94A064 ANCHOR BOLTS / NRR ANCliOR BOLTS HAVE DEEN FOUND TO BC T4 4/12/04 BOLTING PULLED OUT OF THE WALL P20-21 0816 Rv04A064 WELD'FROCEDURES NRR DESIGN LIFE OF THE PIPING SYSTEMS WITH T14 4/9/04 SENSITIZED STAINLESS STEEL WILT. NOT.BE P194-6 AS LONG AS THEY SAID

• sH 19 5NO44064 WELD PROCEDURES NRR OBSERVED STAINLESS STEEL WELDS WITFr. WIDE T14 4/9/04 '

BEADS, INDICATING LARGE HEAT INPUT -- PI98-19 WHICH WOULD TEND-TO mal'E THAT STAINLESS

' STEEL MORE-SUSCEPTIDLE TO SENSITI7ATION/ STRESS CORROSION CRACRING

, - PULLMAN e tic,1 RVO4A067 ANCHOR DOLTS / NRR DESIGN DRAWINGS DO NOT SPECIFY ELONGATED 5/3/04 GAP EXHIBIT 3 DutTlHG -HOLES ITEND 1A 0062 RVO4A067 ANCHOR dot.TG/ NRR HOLE SIZES ARE OUTSIDE OF CODE 5/3/04 GAP EXHIDIT 3 BOLTING SPECIFICATIONS -

ITEM BtD ouul. RVO4AO67 ANCalOR DDLTS/ NRR 835 1HE EDLT TOROUING METHODS VIOtATE AISC S/3/04 GAP EAHIDIT 3 UOL T Itets RCOUIRLMENTS 11EM DIC ul6 4 INO4A067 ANCilAH 1,OLibi Nf'R IOt.T REUSC CfsITERIA IG tJOT It4 ACCORdANCE N 3/G4 GAP t.XHIDIT S t*01.T itJG WITH AISC RLOUIRENEt4IS 11LM D1D 1 "U.Y . INis4 h un* ' t.NCi tGR rot . I N Nt <R 87; ' OVt:RS!'l D HO D; 1H DASE I1 (.TL', PACIED S/'/34 6AP l.sH! ult 4 10L f il h a HIMI sit i L Re#D WI Ilttitli 1HE lilt 4EFI T tr IItti! Pts l%GE 5 I ftDCf.bt lRC. IllE WORI' W..S f f RI OleMt:D D(

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l . euh6 MVd4A0c.7 ANCittlet DOLTS / NF.R uuS DOLT lOROUE TAELLS IN ESrs 243 WERE OtiT S/3/u4 GAP EXHIDIT 4 BULTING OF COMPLIANCE WITH AISC REOUIREMENTC IN ITEIC P16 DEC 83 uu70 INO4Ao67 ANCHOR DOLIS/ NRR 805 ACCEPTANCE CRITERIA FOR HIGit STRENGTH S/3/04 GAP E'HIDIT A 4 j fiOLT ING BOLTS WAS F40T DEFINED IN ESD 243 ITEM 2 P16 00/1 R'VO4AO47 AlicitDR LOLIS/ NRR PROCEDURE (ESD 243: TADLES OF ACCEPTABLE 5/3/04 GAP EXHIDIT 4 DOLTII4G WASHERS WERE NOT UPDATED IN LATE '03'PER ITEM 1 P10 AISC SEC 5 PAGE 191 PARA 2(A) l *)S72 RV84A067 ANCHOR DOLTS / NRR 885 NCR DC2-00-RM-OO2 WAS DEFICIENT ON,A-496 5/3/04 GAP EXHIBIT 4 DDLTING 1ENSIONING CRITERIA AS COMPARED T AISC P9 REQUIRENENTS 0073 HVU4A067 ANCHOR DOLTS / NRR THERE ARE EXAMPLES OF PACKING FOREIGN 5/3/04 GAP EXHIDIT 3 DOLTING MATERIAL IN BOLT HOLES CONTRARY TO AISC ITENDIE REQUIREMENTS l

08U5 RV84A067 ANCHOR LOLTS/ NRR PPP DID NOT HAVE PROPER TOROUE TABLES IN 5/3/04 GAP DOLTING EFFECT 3 YEARS AFTER WRITING NCR EXHI 4 P7 DC2-00-RM-OO2 l Ot390 RV84Ao64 REBUTTAL NRR SAME PERSON WHO ORIGINALLY PERFORMED A T2O 4/3/04 l CALCULATION (DESIGNER) WAS ALSO THE P21 -23 PERSON WHO CHECKED THE CALCULATION' (CHECKER), PGLE STATED OTHERWISE-T'/1 < HVO4Ao64 REBUTTAL NRR DESIGN DID NOT HAVE CONTROLLED DOCUMENTS TOO 4/3/04 THAT THEY NEEDED TO REDUCE TiiE P25 - 5 POSSIDILITY OF CALCULATION ERRORS PGLE STATED OIHERWISE l sUW PVu4A064 FEBUTTAL NRR PGLE STATES THAT ENGINEERS WERE TOLD TO TOO 4/3/04

[ WHITE SUPERCEDED ON OLD DOCliMENTS Iri P26 -7 THEIR DOCUMENT DOOK IN 11 MONTHS. THC At. LEGER WAS NEVER TOLD THIS "uY ?. HVO4AUc.4 REDllTTAL ttRR P67.E STATEti THEY HAVE A T10NIHLY REVIEW T20 475/04 Pf.OGRAM 10 REVIEW WilAT DOCUMENTS ARE P26 - 14 INEAEH ENGIrlEER'S POSSESSION IH 11 t10 Nills, THCY NLVLis DID THIS i '4s94 PW4(v.u4 f:EltJT T6L  !!IiR PGLE CientFID TliC MOf4THl.Y REVIEW TO A T20 4/3/04 FCI<le sbit? lif VILH Willt?H WAS Al ILR THL' f 26 l '/

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trie,til el t Af4% UtJ Ali CDAl'lfdlG ALLLti AIS se FEnitiM'E leESP IX W L CHARACTERIZATION GOURCE A T T At:HMENT FI Sf1itiLC Client; PEF j 46 - OF LTR 44 l

4 096 IW1J4m*64 RLidlfl AL tJRR PGtC STAIES THAT THE CAUSE OF SUPi RL:00CD TOO 4/3/04 DOCLINENTS PCING t.fGED WAS THAT ENGItttT.RS P29-12 VEPT THC OLD ONES AFTLH DEINO ISSUED SUPPLEMENTS. ALLEGER FEELS IT WAS MANAGEMENT *S FAULT 6897 INO4AG64 REBL,;T AL NRR PGLE STATES THERE ARE TRAINING PROGRANS TOG 4/3/04 i

IN FORCE CONCERNING DOCUMENT CONTROL. P56-3 I ALLEGER STATES HC NEVER GOT ANY TRAINING l 0090 fNO4A464 REBUTTAL NRR PGFE STATES THAT DIABLO PROBLENS (DP TOO 4/3/04.

j WAS IJOT A OA DOCUMENT BECAllSE THEY.MfRE P36-20 A SUDSTITtJTE FOR DA PtJT IT ACTUALLY ALLOWED THEN TO BYPASS DA PROGRAM i +899 RVO4A064 REBUTTAL NRR PGt E SAYG THEY (JGC NORE SOPHISTICATED T20 4/3/04 ED TECHNIQUES FOR MORE DETAILED ANALYSIS TO P44-0 SHOW THAT PIPE AND StJPPORTS ARE ACCEPTABLE BUT THE SUBSEOUENT CALCULATION WItICH PASSED THE SUPPORT WAS LESS SOPHISTICATED 0974 RVtl4A064 ANCHOR BOLTS / NRR 005 IMPROPER TOROUING OF DOLTS T5 5/3/04 l BOLTING . P64-14 0976 RVO4A064 ANCHOR BULTS/ NRR 873 OVERSIZED HOLES IN BASE PLATE ON RUPTURE T5 5/3/04 BOLTING RESTRAINTS WITH SOME PACKED WITH Ct;IPPED P41-16 WASHERS 1e *

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'04U4 Rv84A064 ANCHOR BOLTS / NRR '

G73 OVERSIZE HOLES IN BASE PLATES ON RUPTURE T1'5 5/1/04 l DOLTING RESTRAINTS THAT WERE PACKED WITH STEEL P20-24 FDDS AND WIRES WITilOtJT AN APPROVED PULLHAN PROCEDURE-

• ovuS IWO4A064 ANCHOR But,IS/ NRR 866 OVERSIZE IIOLES IN RtlPTUT E FISTRAINTS T15 S/1/04

! BOLTING OC-ACCEPTLD OUTSIDE THE TOLERANCES OF P16-15 ESD 243 & AISC NANUAL 6Yt et! RVG4A064 ANCHOR fOLTS/ NRR 061 PULLNAN'S LOLTING PROGRAN DID NOT [:OVER TIS S/1/04 l BtM. TING- THE Sftt'.IFIC RLullIRENENIS REFERENCED IN P6-25 THE AILC NANUAL l

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l 4 c .'3 / 04 1 ,: y t* reaHw- 2 14 'e s t a ;H h FD el ha i i lei.e% /w;t t'e'ertolt M 1 l- f ra t e st. Al?F f)All:Li i Alt 4ileellivF4 es.

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O T At t t_I t!.WA di ret.t L G6. T It't!G ALLL46 AIS e i tiVF11 RAGE REGP L4 W L LHARACT Eli t ; AT !!d4 GOl iRCE ATTACHMENT htirad15E tt l e T Pt i e OF LIR e i120 HVO4AA60 ANCHOH bO!FS/ NRH DOLIG 1:NL.EDDED A M1141 MUM OF 16. S ,1 t h i tES S/31/04 GAP BOLT It4G INTO CONCliETE THAT WAG ONLY 12 INCHES PO THICE l

l t121 NVu4A068 ANCituR DOLTS / NRh MANAGi: MENT IRESPONSE TO PROBLEMS ON THE 5/31/64 GAP DOL T INti USE OF "THRU-DOLTS" WAS NEVER ADDRESSED P2,3 1122 RV84AO60 ANCH6R bOtIS/ Nf <P CONCRETE CONCS " POPPED OUT" E4ENEATH 5/31/04 GAP teOLTING THRFE ANCHOR DOLTS AND AN ENGINEER P3 MISTAlsENLY STATED THIS WOULD NOT EFFECT STRUCTURAL INTEGRITY 13.4 HVO4AO6d ANCilGR bOLIS/ N!(H " DRY PACKING" fiEPAIR TECitNIQUE FOR VOIDS 5/31/04 GAP BOLTING LEFT WHEN CONCRETE CONES " POPPED OUT" P3 WAS AN INEFFECTIVE TECHNIQUE. DCN ON THIS ISSUC WAS NOT RESOLVED 1824 f(V84A060 ANCHOR BOLTS / NRR THERE WAS NO DESIGN CONSIDERATION GiVEN 5/31/84 GAP DOL 11NG TO THE STRUCTURAL EFFECTS WHEN HILTI P4 OUIV-BOLTS ARE EMBEDDED TOO CLOSE TO EACH OTHER FROM OPPOSITE SIDES OF THE.

CONCRETE 1825 RV84AO68 ANCHUR BOL'S/ NRR SPECIFIC INFORMATION ON MINIMUM 5/31/04 GAP BOLTING EMDEDMENT ON QUICK FIX SHEETS WAS P4 FACTORED CtlT OF TiiE AS-DUILT REVIEWS 1106 RVO4A060 CNVIRONMENTAL NRR RHR RECIRC VALVE 5/O" GTUDS WERE NOT 5/31/04 GAP OUAL IF ICA TION REPLACED AFTER DCN WAS WRITIEN ON THC E2 P2 PROBLEM 1 12. t RVO4A069 TRAINING NRR NRC SHOULD EVALUATE PGAE'S 6/11/04JI DCL-04-239 IMPt.EMENTATION DF CORRECTIVE ACTION. Eul P2 REGARDING TRAINING AND NOTIFICATIOtl,OF PROCEDURE REVISIONG I I b* 6Nis4meo9 rebut 1 AL NHH PGNC f<EGF ONSE CONTINtIES TO IGNO.tC CAllSE 6/1I/04.11 DCL ~ H4 - 2 !.'I OF THE PRODLEM IN ITS FESPONSE EX#1 P2 LIM DNa44069 REDUITAt. 14RR FALGE ST ATEMENT IN PG? E ht*JOr4SE .1Hid 6/11/ H4.I I DCL f14 ON E VAL UATION Af 40 RE col.UT ICN Dl' AIJDI T, Ea1 P3 FiNDINGG IW/E NO G1GN!FICAlICE FOR COMMERLf(.i Of E F<A T Itti a e Le I M He+=%Y H4editIr.4 14hH till.t I;Al+IH6 SI AIFMI NT 18, il l E HF GAf,'Clhi e i1 /t!4.11 hti- - t i l ? W i W E PI' t illt'DHIROt.L L' D f't er Il't Of itAt:ttAl S IN E'e 681 t5 "I flL A I l Ot t t it ' l e Cl R *.a . i4 'i . b r1 -,r. t- e t l a t i I . .. rn ts t r .I * !..it!P let I; . IUi

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• DI AOLO CAire e aN /4 LEGA T1ON'i At t i di At fs # ILYPilHASE RLSt - OtIPt CHARACTERI2ATION GOURCE ATTACHMEN! l-E: .I OI;L 4 l o';f MF u DF LIR #

t i 4e. INu4Ao69 OA/DC tu<R 10 CFR SO APFENDIX D RLOUIREMCNT FOR 6/11/04JI DCL H4 2PM TECliNICAL DA AUDITS EX#1 P17 tW INO4(w7 CURRUSION/ NRR Dtf TO HIGH CARDON CONTENT IN SS l'It1EG 6/21/04 GAP ATTACH 7 iITTING IGSCC COULD OCCUR #47 PAGE 2 i t% twC4AO/t CORRGSIUN/ NRR 1973 REG GUIDE 1.44 CAtL FOR 6/21/04 GAP ATTACil 7 PITTING INTERGRANUL AR CORROGIOtt TESTING OF' SG #40 PAGE O WITH CARDON GREATER TilAN .03% PGOC HAS NOT COMPLIED WITH THIS REQUIREMENT

• 119/ FWH4A471 COfiROSION/ NRR DECAHSE FULLMAN PROCEDUREG FAILED TO A/21/04 GAP ATTACH 7 PI TIING ADEDUATELY CONTROL HEAT INPUT AND #49 PAGE 4 INTERPASS TEMPERATUREG, IGSCC COULD OCCUR IN THE WELDS 1 A.T RVO4A071 REDUTTAL NRR PGSE MADE A FALSC STATEMENT WHEN TifEY 6/21/04 GAP ATTACH 7 STATE THAT RESIDUAL STRESSES (-RE #55 PAGE O SELF-RELIEVING DECAUSE THIS IS TitC-VERY PURPOSE FOR POS T-WELD HEAT TREATMENT (PWHT) 1204 RV84Ao71 RE0UTTAL NiiR PGtE MADti A MISLEADItJC GTATEMENT WHEN 6/21/34 GAP ATTACH 7 TitEY STATED THAT " SUPPORTS ARE GENERALLY #56 PAGE 8 NOT HIGHLY RESTRAINED". TitERE NUMEROUS CASES OF HIGHLY REGTRAltJED WELDS 1284 RVO4AO71 CORhtsSION/ NRR EXAMINATION OF THC CARDON EOtJIVALENCY 6/21/04 GAP ATTACH 7 PITTING FOR Tite IELEVANT MATERIALS DETERMINED #66 PAGE 12 THAT IT IG SUSCEPTIBLE TO HYDROGEN ASSISTED CRACKING -

1710 6Nu4A071 ANCthiR BOLIS/ NRR PROCEDUREG FOR DRILLING HILTI OUIN BOLT 6/21/84 GAP ATTACH 7 DOLTING HOLES ARE NOT FOLLOWED. THERE IS NO #70 PAGE IS CONSISTENT INSPECTION PROGRAM TO LEARN l IF REDAR HAS BEEN DAMAGCD PRIOR TO DRY F ACKIHG HOLES 12.*2 IWO4A( 71 OA/DC NRif FultMAli REFUSED 10 PROrCSC DCN INIO A

' 6'21/84tiAO AI TAril 7 DR. IllC IGStJE COllCERHS 14 1/2 IHCtf #74 PatJti 17 EMBCDtE.NT IN TWELVE INCH CONCRETE?

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t 8229 fM14Au71 NEC INTERFACE t4hR LACK OF COMPLIANCE.WITH NUEEG 0737 6/21/f14 GAP ATTACH 9 idRINGS INTO OUCSTION WHETHER THE F L ANT 4105 PAGE 4 CAN WITHSTAND A Ttil-TVF C ACCIDENT I 1230 RVO4A071 NRC INTEFFACC NRR LACK OF COMPLI ANCE WITH NUPEG 0"F37 6/21/H4 GAP ATTACH 9 PRINGS INTO OtJESTION WHETilER CERTAlt4 #06 PAGE 5-ESSEt4TIAL SAFETY-RELATED EOUIFMENT CAN l FUNCTION FOLLOWING AN ACCIDENT 1232 RVEs4A071 tilSC IllDIV NRR THERE IS NO DEMONSTRATED ASSURANCE THAT 6/21/04 GAP ATTACH 9 CONCL kN WHEN UNIT 1 BEGINS FULL POWER OPERATION 0808 PAGE 7

~

IT WILL BE ISOLATED FRON UNIT 2

• 1233 RVU4A071 CORROSIOl4/ 14RR 1196 PGtC LACK OF IMPLEMENTATION OR 6/21/04 GAP ATTACH 9 PITTING RECOMMENDATIONS STENNING FROM NUREG-0531 #09 PGS 7-13 AND NUREG-0691 1234 RV84A071 CORROSION / 'NRR 1196- TtE ' TYPE OF MATERI AL USED IN THE RCS 6/21/04 CAP ATTACH 9 PITTING (316 SS) IS SUSCEPTIBLE TO IGSCC AND #90 PGS 0-9 THEREFORE REQUIRES SPECIAL DETECTION

• CAPABILITY I 1235 RVB4AA71 CORROSION / NRR 1196 IGSCC POTENTIAL EXISTS IN THC 6/21/84 GAP ATTACH 9 PITTING "NON-PRIMARY SYSTEMS". A REVIEW OF #91 PAGE 9 PUBLICLY AVAILABLE INFORMATION INDICATES  !

THAT PGLE HAS NO PLANS TO DETCCT AND CORRECT THIS PROBLEM i 123t> RVU4AD/t CORROSIOf4/ NRR i DIABLO CANYON HAS FURNACE-SENSITIZED 6/21/04 GAP ATTACH 9 "

( PITTING SAFE Et4DS HOWEVER A REVIEW GF PUDLICLY #92' PAGE 10 AVAILABLE RECORDS INDICATE THAT PGPE ilAG l NOT CONDUCTED A REPAIR PROGRAM L23/ IN04Ao71 Cs AttuSInt4/ NRR 1195 DECAUSC THE STAINLESS STEEL CARbot4 . 6/21/04 GAP ATTACilNLNT PIT ill4G CONTEliT AT DIABLO CANYON VARIES DETWEEN #93 9 P11

.no AND .07 IT IG VERY Sti3CEPTIDLE TO IGSCC PG4C SHOllLD IMPLENCNT A CORRECTIVE ACTION P60 CRAM 12 a tNtl4.rct7 t ' Ca tfillSIOf-l/ 13RR Titt MCillODF., FOR WL1 DItJO AND 8WINDINLs 4/21/040AP ATTACHMLilT PITTING ftkiDRMED ON Tl4: RCS C41 NOT I/L;10N'37 tfATE #94 9 t'e4t C 12 TilAT TIC RELEVENT STELSU WAS AVOIT. Fir i 1.* a 6 %1.c e/ l wl.t le t eF., 144 w . M.II . 81AG f f0 f Ctit#'t 16 L WITil htti blJit41 6/21/ 04(4.P 6114.t.'14 9 t hs' l I t'l . t.I43 0:n, At(GI ItT1. I ( tir it'r T4'Gl6N AllD 4 'r*5 PACF 14?IS I NSt fl i lieH f (- 641itillH: De ~ hADidier. l E

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124n RVil4 Au /1 Pht-INSI'ECTION NhR PG?E MADE A FAI CC ST ATEME NT WHEN 1HC( 6/21/04 GAP ATTACH IO STATED THAT THE PRC-INSPECTION PROGRAM #76 Pt WAS NOT A SubST11UTE FOR OUALITY CONTROL

• 127G HVu4 A471 REl+UTTAL NhR PGtE RESPONSE THAT AN INDIVIDUAL WAS 6/21/04 GAP ATTnCH 10 UNAWARE OF ORDERS TO STOP WORKING 014 ' #126 PAGE 14 HANGERS IS MISLEADING. ANOTHER INDIVIDUAL GAVE THE ORDER DUT THE INDIVIDUAL SHOULD HAVE VNOWN 1277 hVB4A071 NhC IN T E RFACE NRR THE HRC ALLOWED MY IDENTITY TO BC VIJOWN 6/21/84 GAP ATTACH #10

1. 133 PM10 3291 RV84A071 PRE-INSPECTIOt4 NRR 1240 CONTRARY TO PGLE STATEMENTS TO NRC. 6/21/04 GAP ATTACH #11 PRCINSPECT ENGINEERS PERFORNED DA/DC #163* P W 10 Pf '31 WORK 1297 RVO4AG71 ANCHOR BOLTS / NRR INCOMrt.ETE PROCESS SHEETE RESULTED IN 6/21/04 GAP ATTACH #11 LOLTING UNUSED ANCHOR DOLTS NOT FLING CRY PAChED #169 P#13 PP37 WHEN REOUIRED TO BE 1298 RV84A071 ANCHOR BOLTS / NRR AN ESD 264 PROCEDURE TO VERIFY TOROUING 6/21/04 GAP ATTACH #11 BOLTING OF ANCHOR DOLTS WAS VIOLATE) #170 P#t4 PP3D 1316 RV84A071 DRAWINGS / 30 CUM NRR OLD REVISIONS OF INSTRUCTIONS AND 6/21/04 GAP ATTACH #11 CONTROL MANUALS WERE NOT ALWAYS RETRIEVED _WHEN #100 F#20 PP50 NEW VERSIONS WERE ISSUED 1329 RVO4A071 UUICK FIX NRR CONTRARY TO PROCEDURE ESD 263 OUICl! FIX 6/21/04 GAP ATTACH #11 REPORTS WERE PARTIALLY VOIDED AND #147 PN6 PP15 SUPERCEDED. THIS IS A OC VIOLATION RESULTING IN AN INCOMPLETE RECORD OF

, DESIGN CHANGES 13 Ml, RV84Ao71 IMPROPER NRR I INOUIRED TO MAtJAGEMENT ADOUT THE LACK 6/21/04 GAP ATTACH #11 INSIAtLATION OF TOROUINO CONTROLS liUT GOT NO REPLY. #140 P#4 PPO I CitECKED THC SHIMS MYSELF APID PULLED TWO OtJT DY liAND.

IUt Rv34A673 TRAININO NRR PERSONNEL WORMIt4G IN FIEt.D liAVE NOT DEEN MTO TRAN PROPERLY TRAINED OF 5/22/04 .

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C43rilROL SYSTEN SilPPORT 2OO5R IfAS A NUT IiCARING Of 5/22/a4 l DN WELD AND HALF OF A SHIM PLATE. THIS LONDITION NOT SHOWP3 ON AG-bu!LT DRAWING I Wr RVtl4M73 Rilli VALVES NRR UNIT 2 RHR CONTAINMCr4T SurtP MTG TRAN l RECIRCUL ATION LINC TO RitR PtJMP IS SCAL OF 5/22/94 WELDED WITH NO PENETRATION 44 4 fNfs44073 ANCHOR I40LTS/ NRR HILTI OUIK BOLTS WERC CUT OFF Ar4D LE FT MTG TRAN BOLTING IN WALLS GF U/02/84 l

1401 RVG4M73 ANCHOR DOLTS / NRR ANCHORG CUT OFF FLUSH WITH WALLS, LEFT 11TG TRAN l

BUTTING IN HOiCS. AND NEW HOLES DRILLED WITTs OF 5/22/04 INSTALLATION OF NEW ANCitOR DOLTS IN VIOLATION OF MINIMUM DIGTANCE CRITERIA I402 iW84/##73 ANCHCN DOLTS / NRR DOLT GROUTING FROCEDUDC DOES NOT LOAD MTG TRAN bot. TING THE GROUT OF 5/22/04 1412 hvu4AOO4 ANCHOH DOLTS / NhR tl SING TWICE (11NIMON TDRouE VALUE CAN ADF O/2/04 BOLT IIJG RESULT Ita EXCESSIVE DOLT STRESS (ERD-230) 1413 RVH4M138 ANCHtW DOLTS / NRR THERE IG NO CLEAR PROCClURE OR ADF D/2/84 DOLTANG SPECIFICATIONS FOfi Tile UGE OF A307 MATERIAL IN CLASS C SYSTEMS 1422 hVB4AOCB NRC INTERF++CC NRH STOFES AND VIN ARE FftEVENTED M THE NRC 7/16/C4 JI CxHit IT #2 FROM FDLLOWING THROUGH HITH ISSUCS PAGE 3 A423 hVd44008 RFDUTTAL IJRR PG&C MAE4s AN ItX'ORRECT ST ATEMENT WHrN 7/I6'04 JI FXHitilT #2 THFY STATED THAT, "WAftPfNG NORMAL AND FAGF 3 StRE AR STRCt,5CS WERC PfiE~Si NT IN ONLY A ITH CASES telC TO Tiff TUCPOttDCFWICC OF AIKsI E AND ittlC SIECL SHAFTS. "

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• SEFIOUS ERROPS 84EFf FOUND IN LIGHT CF PAC /E 5 Tile FACT THt' NRC 11AS ONL Y AllDITED ?! tr

• THE 3*7 SWPCt<T3. CF WhlCit ONI.Y 171 WLI<E COMPIETCD AT THC 71MC tF THC AUDIl 1424 6v84A.410 LEISMIC DLtHGi4 TJT% T'Gt.E CGNTOOLLED COMPLETLLY DFt. Ct.CA10' G ~//16/04 J1 EDtib!T #2 REVIEW PCRTIO*4 Of: THE IDVP. HOW MUCH MCRC DID FAGE 6 PG4,E CON 1F:OL, FOR C) AMPLE, AT TELEDiNE, WESTINGHOUSE AND DTHERS?

IC7 RVO4AACD NitC INTERFACE NRR THE N8(O HA3 PERMIT D IHE POG1r'ONCt1Cf*T 7/16/04 JI ExH1BJ1 M2 FOR APPRCrIMATEs.Y A vrf(< OF PG'.C PAGti 8 COMPLIANCE WITH SOME 6,000 LICENSING COtttITHENTS 1420 Rv04A066 NRC IN1Ef2 FACE N;R EX AMINATION OF THE AUDIT FtRFCR1CD OY 7/16/84 J1 CXHIPIT #2 THC NRC IttTO THE 21 OC 191 SUPPORTG PAGE 8 CASTS Sch!OUS DOU5T AS TO HHAT FUSE HA3 NOT DONE. AS ivELL AS THE NEC STAFF'S S1ANCf.RDS 1429 PVD4A00tl SEISMIC DECII2N NNO THi? MODIFICATICNS SINLE 10d1 ARE KGT 7/16/84 J1 ExulfsIT Al REVIEW ENOtlGH TO CDONTERACT Tite E5FECTS OF A PAGE 9 7.SG EARTHOUAKE 14D 13/044600 SLfSMfC DESIGN NRR CC'bCEFNU NBQtJT (!? A DR6PCH UhE YEmG 7/16/84 Of FXHIBIT e2 REVIEW GLEiJECTED 10 AX3 AL btCl? ING, OM TENSILE PAGE in STRESS AND C) 15.eAO F6ET OF PIPE CllAl.IFIED FY THE SPt.N RCLE I431 RW4AOctf SCISMIC DESIGN @E Tt4F PIPE STRESS Gr<OUP IrfekOTERLY 7'16/84 JI EXHIP)T #2 f&vit W CtV451DErsCD A PAIR OF PirE SUFFORTS IN FAGC 11 ISCL'ATION HIEN THEY t*UST Uti CONSIDERED IM CPts!NeaTION 3452 RVt1 WsO6 SCISMIC DECIGN NRI* t%NY OF- T! C LIWS LUPJECTC TO 4tICH 7ita/04 JI ChttIDIT c2 REvib4 IY!EC31 M AHD TE*tPtinATURt.' WILL 2 0;.1 tiurF PAGC 1(

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