ML20091R907

Errata to 840611 Reply to Util & NRC Responses to Motion Re Design & Const QA & Licensee Character & Competence,Adding Listed Corrections.Svc List Encl

ML20091R907
Person / Time
Site:	Diablo Canyon
Issue date:	06/12/1984
From:	Reynolds J CENTER FOR LAW IN THE PUBLIC INTEREST, JOINT INTERVENORS - DIABLO CANYON
To:
References
OL, NUDOCS 8406150333
Download: ML20091R907 (12)

Text

F , :-i f-Ihb DOCKETED U?mc UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMI3dIoM 15 All :09 BEFORE THE ATOMIC SAFETY AND LICENSING-APPEAL BOARD UCC ~JI:n i ?EW; EWICM

)

In the Matter of )

)

' PACIFIC GAS AND ELECTRIC COMPANY ) Docket Nos. 50-275 0.L.

) 50-323 O.L.

(Diablo Canyon Nuclear Power )

Plant, Units 1 and 2) )

)

ERRATA TO JUNE 11, 1984 REPLY *

+

In the Joint Intervenors' Reply to PGandE and NRC Staff Responses to Motions Regarding Design Quality Assurance, Construction Quality Assurance, and Licensee Character and Competence, filed yesterday, please note the following corrections:

1. At p. 11, after line 12, insert:

(.1) Attachment 2 -- Harold Hudson -- Reply to NRC Inspection Report No. 83-37 and PGandE responses concerning the adequacy of Pullman's quality assurance program, compliance with Appendix B for pipe supports and rupture restraints, audits, training of personnel, welder certification, welding quality, intimidation and harassment, and minimum valve wall thickness deficiencies.

B406150333 840612 -

PDR ADOCK 05000275 O PDR

Ag.g p:.y

,2:

2. At Exhib[b 2 (Stokes Af fidavit) , add the attachments enclosed herewith.- ' A Dated: June 12, 1984 Respectfully submitted, JOEL R. REYNOLDS, ESQ.

ETHAN P. SCHULMAN, ESQ.

ERIC R. HAVIAN, ESQ.

JOHN R. PHILLIPS, ESQ.

Center for Law in the Public Interest 10951 W. Pico Boulevard Los Angeles, CA 90064 (213)470-3000 DAVID S. FLEISCHAKER, ESQ.

P. O. Box 1178 Oklahoma City, OK 73101 .

By OEL R. REYNtdLDS Attorneys for Joint Intervenors SAN LUIS OBISPO MOTHERS FOR PEACE SCENIC SHORELINE PRESERVATIOW i CONFERENCE, INC.

ECOLOGY ACTION CLUB SANDRA SILVER ELIZABETH APFELBERG JOHN J. FORSTER I

i i

l

o l

AT7K//A1EN7~ A ,

' l R: 8%s' .I R= "/4a" i

' go y43a/

i

' K= Y4" R= YS [ R= 9/4a*

y)5uAL 1 C.RAlk on/

2 7. 'l+ (1065 Z END ENb h  ;,4 .

AND 2 Wo^'E ENDS lAl g S]g" n

)?AD!MS 3 5 4

~ g. 43 2f ,LQ M,a=148"  ;

! R, es/4,n R.22;Q ;

~

~

ENb' END R - >NS IDG InEAsuasb IF R 2i=2bh)*h."

n/ FILLET G Au&sS

=24/43" "0-L g,gg 3 outs)DE fo I48/7 of N

73' ix3"x 74" M#

SHotdN t 'b ' nEND -f~END R.89/48,c .s 5 g,1gj4,.

"l? Y VIS Whl.

f R= %* R k, y ms m_ - j d,gAdg  :

i v)SuAL emo ,

o A) cF l SI DES I i 2. $ END -A-euo +

% ~3 zu,t=

+2 %" on 4

• 9

, R Y4 ' R. Y4" En f= Qc.~

yk BylMM

, = ,2f4, .

1 ,, nj,,.

4hp;

)984R I

w,,-. e-. - , - -,-..w, ---,,,.-p.,.e,, g.. .- -. - ---

e ,

j Groove Welds l47 11 g

s(El j (

Eq l r, b a i S

• Radius fror, point of tan;ency .

Desired weld to top of member Symbol E = Effective throat (A) Flare-V-groove weld with specified partial joint penetration

-+ b +- .

[ #

l e -

.. , ll h h h ~~

I a f O' ,*r f

t *N f # S(E) (

-+ a - a Desired weld Symbol l

(B) Flare-bevel-groove weld with specified partial joint penetration and fillet weld

- - - S S(ElN [

l

+

l l +

l j i

! l l , E

• Symbol -

l l Desired weld l t i m . (C) Single-flare-V-groove weld 1

Fig. 32-Application of flare-bevel'- and flare-V-groove weld symbols l

N * *

• 84Seh.< -

r -vn-

? .: .

? . . . . -

48/ WELDING SYMBOLS /

~

+ + ,,

-E '

h .

V t

+ +

"d **'d ""'

(D) Single-flare-bevel-groove weld E

, SIE) /*

S(El (

4-[-

l t W-

$ i i S

~

' ' ~

Desired weld Symbot

• y (E) Couble-flare-bevel groove weld f

. S(E)l (

/

/

X -

E g g -

Desired weld Symbol E - E ffective throat (F) Two Sing!e-flare-bevel-groove we!ds S - Radius or bar

-Effective throat S(E)) (

__ m .f l E '

• '/ t S = Radius from ocint For complete t

of tangency te, top

• penetration weld of member S<E s.

1. f +# -

Desired weld Symbol

. *e...

(G) Flare-V-groove weld with complete penetration Fig. 32 (cont.)-Application of flare-bevel- und flare-V-groove weld synibols

~

racmc ass Ano n.acmsc c:wsus 8M "---~~*"1 G E N E R A t.

• • L* * " . * . * . i C O M P U T A TI C N. S H E ET "" J l waan

' ~ ~ ~

I -

_OA DING CASES FOR %R. No.

J ABIO CANYON Ul\ 1' -

=

HANGER No. REV a - ", -

LINE No. t ANALYSIS Na - REV -

DATA POINT LOAD FX FY F MY MZ CASES (/f.) { /h. ) (/z) 6  ; (IN-/b.MK )

(IN- /$. ) (IN-l$. )

l l. A I

L.S._

9. A s ) ps -

9 3 A. -

3_.a.

4 A 4 8 5A 5B CASE 1.OADING E L

4gg -

TH*DL+ FL L FRICTIDN t.OADS REE DCM-M9(4.2H) 2.THE DIRECDON OF TM TW.RMAL FORCE 9 A r TH+DL+FV+RVOT+(DE$. SAM )I/2 2

SHALL NOT BEUSED TO REDUCE THE MAGNIiL'CE 9 8 eTH+DL+ FVtRWT-(D Ei.SAdl/2 OF THE (DMBINED t. DADS.

x A # 2

-') M &

rTH+DLtFV+RWT+(DDE+ SAM )l/2 rTH+DL+ FVtRWr-(DDdSAM )I/2 3

hF OR TH

4. CASE 5'FOR ANCHCR.8CLTS ONLY.

4 A  : Ot.+(HOS2 M)l/2 ~

4 8 z r Dt (HodSAM )l/2 5 A  : TH+DL+(HOS$.SM)t/2

5. 6 TH-DL-(1CNSAMall/2

• * " sH2E Na CF 5H2SM PACIFIC GAS AND ELECTRIC COMP AN susaser OITM A/* '

GEN E R A L COMP UT ATION 160 No ~

34 .. :

loc A TION ELEV. I NEO.*

DIABLO CANION UNIT NO.

' /rs l ...... .... ....... .. ..........

LoAos l oAD C.A$E DETE4M/MA7JON Ase #1-9 C &LabsI sea suiy 4 /NE No,

• O [oc.AL. SH OF ANALYSIS No.

• DATA / BIN 7" REV. DATE / /

Adf ELE 44770Af D PsAM D ME Iof l/N/75 -FedCE j M4/ uES O 15 l'I 2 O M ~40 f4/C. MopfENT ..

, 5sr y g__

Flow CHART  :&g';; - ' = DL

+.TH, = (A) =

FOR DL(+)l 1!$ E! 7 (O)' '

HAnoumzlj,2,3,4,s ;g_); =l&.1 DL+ T# v i2 v v " lBL l - l TH '= (6)l.= - (A) =

Lonos S :r  ?  ? -

' ~

,.y[); "lTH i - I DL l - (Ab ,-__

lDL(-) l p  ;

- l DL l = (6):

J: 2:33 43 6 lTH(-)l - lDL I = (A )*

-Y y 7 -lT}ll - lDL l =(6)*

i '

l2X i

.; 5 37 Y f LoAo CASES Fx FY Fs Mx MY M5 1.a.(h) 4lFLI / / /

j l.b. (8) - IFLI / / /

Za. (A) + I Fvi+1Rvorl + (DE) // /

l ZL (8) - 1Fyl-lRvor! - (DE) / //

l t S.a. (A) + IFVl +1RvoTl + (bDiiO f f f l y 3,6, (8) - IFVI -barl -(DDE) / / /

• --)t- 4.a. (A) + ( Hos) / / /

X -)6 4L (6)- C Hos3 / / /

1. 5,a. (A) + / H os) / / /

k S.h. (6) - ( i+0S) / / /

• 3srset (bE) = (DE *+ $h$ba Y*' FL -[64 )og (6),) MAX ( .o7 7EFlay )

(DDE) = ( DDE*~+ $AAt/) *-

/F /H cVEMENT- > . 0625/N.

h05) = (. ffoS*t sat %[) N--

Y USE O OR TNA)/7),+X. JN FLOW CMM7~ 70 08n4/N b4)/8)

-)H(- USE T]/ = 0 5E22o THIS C.ME ON/y

.-.-...,-m-,.w ,,v.--ww- --www_w,,-w, ,,w%vw--w--wr-- c-,,ir,ww.- s,i,,,.--=-ve- wee-,-,4, = , . , . . ,=e.- s-e.- ,, ..,*-----e' - - - - - + -

PACIFIC GAS AND ELECTRIC CCMPA sM SET m3, or sMIETs' I JO3 [

G E N E R A L COMP U T A TIO N 7 "'8 ) .

Loca rtoN bEME wea Ecr _.

HGR. NO. - gL s v, .

DIABLO CANION UNIT NO.

• da O E S Y OAYE CHECNED SY App 40VED SY MAI. LOAD CNBINATICN CAIC. PER M-9 O GLOBAL IDS. SEQ REV LINE NO. O LOCAL LDS. W OF ANALYSIS NO. DATA POINT REV. D TE /- /

ACCEIERATICN O PEAK O ME 101... UNIT FCRCE VAIDES O 15HZ O M-40 CAIC. MCMENT LOAD CmBINATIN FX FY FZ MX MY MZ

1. TH+DbFL $

~

2. TH+DbFL Rvot ~

A 2 g

+(DE2 + SAMDE )}

3. TH or THA +DbFWRvot A 2

+(DDE2 + SAM"DE )Y 8 2

4. D b(HOS2 + SAMHCS )t ,

5. ANCHCR BOLT CAIC. A TH or THA g ASE 4 8 3 #4 *) D 6.ADJ. FACTC2 !"= Cm3 1 or 2 (LAR.) A IF K > 1 33 ADJ. LOAD =(3 or 4) .

k*

IF K ( 1. 33 ADJ.LCAL= 1r df.332 g

7. STRUCT. W.

.DM or M ( M (, g, [, X-E : KMG z%g.

8. ADJ. FACTm L=ACC. DE DE .E DE IF L > 1.33 AEJ.ACC. DDE - DDI:

E { HCS)

, e, . CDS IF L < 1'. 33 ADJ. ACC.= DE HoS H0S Hos

9. STRUCT. W. x ADJ. ACC. (8)

10. TRIH. or EFF. W.

1T'. FR AME DESIGN A LOAD = 6 + 9 + 7-Youly 8 -

12. FREQ. DESIGN A' -

LOAD = 7 + 1'O 8 l l

13. ANCHm BOLT DESIGN- A '

! LOAD =(5on (a) mu. + 9 + 7-Yout.y 8 FL = FRICTION FRIC. CEFF. = .3 STEEL ; .07 TEFLON USE ALLOR. STRESS FOR CASE 1 or 2 Fb 1-DIR. PL. = 23 9 kai AISC STEEL - Fa, Fb, Fb 2-DIR. PL = 19.1 kai Fv = 12.8 kai, WEID = 18.0 kai I

. Sheet of PACIFIC CAS AND ELECTRIC COMPANY DIARIA CANYON NUCLEAR POWER ?LANT UNIT MANGER No.

1 MADE W: --

DATE

• CALC. SEQ. NO.. REV.

r -

CHECEED BY: DATE

• j l AFFROVID Ms DATE kW/MEd/T -.7'b l

GyrTTTErFORSTRUDLFRAMEANALYSIS

~

j 1. MEMBERS ~

YES NO N/A PAGE DOES THIS FRAME INCLUDE ANGLES

= _ . - - . .--

1 l

--- ANGLE PROPERTIES INCOEFORATE PRINCIPAL AZES C ANGLE PROPERITES INCORPORATE ORIBOGONAL A2ES O L/t FOR ANGLES RAS BEEN REVIEWED e O

SLENDERNESS RATIOS HAVE BEEN REVIEWED O

LENGTES MODIFIED FOR COMPRESSION MEMBERS VIIH

_ INTERMEDIATE JOINTS C

. ( TORSION MEBERS ARE ACCEMBLE BY ENGINEERING JUDGEMENT. O O OR POR CALCULATIONS SEE i 2. NATURAL FREQUEN,CT

! DIRECTION f ALLOWABLE

, R .

RESTRAINED UNRESIRAINED

'j ,

X =

I MPs eps O Y = cps eps Z =, cps cps O E

e

! A4.Pene

~

• =

~2.1C::!O L:i MsC 5.2CTP!c ff C;.

Y$W

4Y G342'._ CC;4PUTAT C - 2 2 '~

. .. HGR. NO. '

SEQ. NO.- Re'r .

DIABLO CANYCN UNIT NO. ISO. NO.-

. . _____._=m l l' -e :no a, m .1 = ---

Check comoined stress and deflection l Units:. O Installed support Support Loading Condition Lbs., In. O Not installed support O A/B C/D O T O,c/o  %

Scan No. / Joint No. 1 Description h*

~

Ref. -

Stress bending MY/FM (11 Stress cenaing MZ/SM (2) .

Stress axial P/A (3)

Force local FY (4)

A rce local FZ (51 Scan lenath L (6)

Shear 1 Stress Tors. & waro. shea:-(7) l Waroina normal stress (8)

Column ratio X (9)

{ Radius of gyr. r (10) -

Shear area. Local Ay (11)

Shear rea. Local-Az (12)

. (9)x(6) (13)

AISC 00)

Allow comer. Stress Fa (14)

Allow bend. stress Fby (15)

Allow cend. stress Fbz (16)

Allow shear stress Fv (17)

Sh ar +(7) (18)

)+

E- tn 09) g l& >17 t < .6, (20)

B!n*iing h+h+h+Og) (21)

Enter c Allow * .

l 0.K. i f (21 A o Allow I a Max. Max, deflection at joint in the restrained direction is ok.

i 1 .

If (19)> .15 resolve on separate caic. sneet using AISC formu sas i.o-la e o.

If (20)> .6, prorate '(15) and (16) per AISC section 1.10.7

=-.,,

SERVICE LIST ~'

Nunzio Palladino, Chairman James Asselstine, Commissioner U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission Commission Washington, D.C. 20555 Washington, D.C. 20555 Victor Gilinsky, Commissioner Frederick Bernthal, Commissioner U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission Commission Washington, D.C. 20555 Washington, D.C. 20555 Thomas Roberts, Commissioner Samuel J. Chilk, Secretary U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission Commission Washington, D.C. 20555 Washington, D.C. 20555

• Thomas S. Moore,' Chairman *Dr. W. Reed Johnson Atomic Safety & Licensing Atomic Safety & Licensing Appeal Board Appeal Board j U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission- Commission 4350 East West Highway 4350 East West Highway 3d Floor Guard Desk 3rd Floor-Guard Desk Bethesda, MD 20814 Bethesda, MD 20814

• Dr. John H. Buck Docket and Service-Branch Atomic Safety & Licensing Office of the Secretary Appeal Board U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission ~

Commission Washington, D.C. 20555 4350 East West Highway 3d Floor Guard Desk Bethesda, MD 20814

• LawrGnce Chandler, Esq.

Office of the Executive Legal Director - BETH 042 U.S. Nuclear Regulatory Commission Washington, D.C. 20555 David S. Fleischaker, Esq.

Post Office Box 1178 Oklahoma City, OK 73101

• Bruce Norten, Esq.

Norton, Burke, Berry & French ~

2002 E. Osborn Phoenix, AZ 95064 t.

4 s.,

y n

Malcolm H. Furbush, Esq. .

Vice President & General Counsel Philip A. Crane, Esq.

Pacific Gas and Electric Company Post C. ce Box 7442 San Francisco, CA 94120 John Van de Kamp, Attorney General Andrea Sheridan Ordin, Chief Attorney General Michael J. Strumwasser, Special Counsel to the Attorney General Office of the Attorney General State of California 3580 Wilshire Boulevard, Suite 800 Los Angeles, CA 90010 Richard B. Hubbard MHB Technical Associates 1723 Hamilton Avenue Suite K San Jose, CA 95125 Virginia and Gordon Bruno Pecho Ranch Post Office Box 6289 Los Osos, CA 93402 Sandra and Gordon Silver 1760 Alisal Street San Luis Obispo, CA 93401 Carl Neiburger Telegram Tribune Post Office Box 112 San Luis Obispo, CA 93402 Tom Devine Government Accountability Project 1901 Que Street, N.W.

Washington, D.C. 20009 Eric Havian, Esq.

Heller, Ehrman, White & McAuliffe

, 44 Montgomery Street., 31st Floor San Francisco, CA 94104

• Via Federal Express

_ _