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Surrebuttal Testimony of J Doyle Re Consideration of LOCA in Design Criteria for Pipe Supports.Results of Hand Calculations Supported by Computer Analysis Indicate Gross Error in Fundamental Approach.Certificate of Svc Encl
	ML20073R729
Person / Time
Site:	Comanche Peak
Issue date:	04/26/1983
From:	Doyle J; Citizens Association for Sound Energy
To:	;
Shared Package
ML20073R715	List: ML20073R714; ML20073R729;
References
	NUDOCS 8305040515
	Download: ML20073R729 (89)
	v • d • e

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CASE EXHIBIT 761 UfflTED ST ATES OF.AMERIC A NUCLEAR REGULATORY COMMISSION hy26/83 BEFORE Tile ATOMIC SAFETY AllD LICEllSING BOARD 4 83 tm -2 MO 50 In the Ma tter of APPLICATION OF TEXAS UTILITIES Docke t Nos..--50-4 4 5 GENERATitlG COMPANY, ET AL. FOR '.

- a'nd 50-446 I

All 0PERATING-LICENSE FOR CDMANCilE-PEAY, STEAM ELECTRIC

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STATION UNITS #1 AND #2 (CPSES)

SURREBUT-TAL TESTIMONY OF JACK 00YLE, WITNESS FOR INTERVENDR CASE 1

Q:

Please state your' nante and address for the record.

2 A: My name is Jack Doyle. My address is P.,0. Box 64, Turnpike

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- Station, Shrewsbury, Massach'usetts 01545.

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4 Q:

Are.you the same Jack Doyle who testifigd as a witness for CASE;

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5 in the September 1982 operating license hearing's for Comanche Peak?

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- A:

Yes, I am.

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7 Q:

In preparation of your testimony for the May 16-20, 1983, operating 8

license hearings for Comanche Peak, was there an item of particular concern 9

which you felt should be sent inmediately to all' parties?

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10

.A:

Yes, there was.

11 Q:

Please tell us what that item is_ and @at your co'ncerns ar.e 12 regarding it.

13 A: The problem with which I am concerned was discussed somewhat in 14 CASE's 4/20/83 Brief Regarding Consideration of LOCA in Design Criteria

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15 for Pipe Supports (beginning on page 33,-second paragraph, through page

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16 34, second full paragraph).

In additionT I wiil be disjussing*%ppli' ants' c

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r, 2-1 Exhibit 1420 regarding LOCA temperature effects on pipe supports.

2 Q: Why do you feel that this matter is so import %nt that it should 3

begotten.intothehandsof'theBoard'andallpartiIsimmediately?

4 A: The c:;nclusions of the NRC Staff and the Applicants relative 5

To self-relief of LOCA effects at_th'e joints 'is, based on this material, 6

which the NRC Special Inspection Team reviewed.during its investigation

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7 of the concerns of Mr. Walsh jind me. T.he accuracy of thi's material 8~

must be assured.

In the case of the equations and formulas in question,

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9 their accuracy is negated by an erroneous a.ppro_ach. There is n,o assurance 10 that the supports will function during a LOCK or immediately thereafter.

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A further question arises:- If thesqwtquations. are in error, 12 what other equations that are used as proof of'a position are also in

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13 error? These equations are prepared, checked,. reviewed, and approved.

14 They were further blessed by the NRC Speciatl Inspection Team.

15 Q:

Please tell us what your specific c6ncerns are regarding this -

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16 matter.

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17 A:

In the case of the moment restraint s.tructural support, problem 18 45'D (CASE Exhibit'761B),'in deterinining the structural stiffness at joints

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19 1, 4, and 5, the stiffness of only one anchor bolt was_ considered.

In 20 fact, there are mdtiple anchor bolts, and of ore consequenc[, shear 21 keys are welded to the base pla~te whichiesults in k factors several

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22 hundred times those used byrGibbs and Hil1, who apparently pregiared' the 23 -

- calculation.

24 These items, the anchor bol.ts and. shear k ys, are a paraQel, spring

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25 system. Effectively, these joints will act as igid connections unless-a w

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there is a catastrophic failure of the concrete in the area of the 2

shear keys, which will result in-unpredictable conseqtlences.

For more

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3 details regarding this, see CASE Exhib'it 761C.

4 Regarding the upper lateral restraint (CASE Exhibit 758, referred to 4

5, on page 33;, second paragraph, of C,ASE's 4/20/83, Brief on (0CA) this is I

approximately a 9 ton' beam located a considera le distance above critical 6

7 pip'ing in the steam generator area. The analysis f r this beam considering 8

the 'flexibi.lity of the walls is based on a si$mple three-springs series.

9 Gibbs and Hill, in their approach,.used an oblique approach tha't failed '

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to consider, among other things, several critical-factors.

11 (l') The beam reacts its.. loads to a vert cdl slab, 'not a beam. The l 2' method for determining the stiffness of the wails, therefore, should incor-13 porate either the ", Marsh method, 1904 cross-beam', process,"~the "0kuna

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14 Abrams anologous grid method,1952," or show.that dimensionally the 15 above procedures are'not required for the aspect ~ ratio in question.

16 Further, the transformed section should have-been used to determine the 17 moment of inertia "ACI cracked beam procedure",in, stead of the monolithic 18 method used.

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19 (2) Since the wall deflection is akular ho the lateral beam, a 20 component to the deflection induces a side load into the beam across 21 its minor axis, which was not considered-22 (3) In the interaction: equation in_ the analysis of the upper-lateral 23 - - restraiotuGibbs'and Hill'us'ed a compres ion a lowable in excess of

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0 24 yield for A50 steel in-a 280 F gnvironment.

25 As a result of these errors arid other-fundamental > errors in the,

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4-1 equations themselves, I decided to approach the problem independently.

2 using, however, the k factors of the walls, area of ttfe beam, Young's 3

modulus of the concrete, and'coefficie'nt of expansi8n and dimensions 4

indicated in Gibbs and Hill's calculations. The results of approaching 5

the problem from a springs-in-seri,es' position r[esults in s.ignificant 6

increase in the loads in th'e beam and on-the w 11.

The hand calculations 7

as shown in CASE Exhibit 761C on the lateral beam were subjected to a compute ~ analysis substituting members of equ[ivalent spring rates to those

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of the wall.

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10 Q: And what were the results of those calcutations?

11 A:' The results of the. hand calculation dupported by the computer -

12 analysis indicate a gross error in the fundameiltal approach as used 13 in the. Gibbs and-Hill calculati,ons.

(See CASE.' Exhibit 761A for the 14 computer analysis.)

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15 Q: Who performied the computer analysis?

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16 A:

It was performed by~ Mark Walsh at my request.

17 Q: Do you'have anything further?

18 A:

In reference to-Applicants" Exhibit 1420,~ three equations listed jgl as Case 1, Case 2, and Case 3 were suppiied to, indicate the self-relieving 20 characteristics of Hilti anchors, Richmond anchors, and Nelson stud's.

21' In all three c~ases, the procedures are'iii error. These are again a problem 22 of several springs in series an'd additionally,*in the case of Hilti

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23 -' Kwik-Bolts.and Nelson studs, the. joints.are a parallel system of multiple 24 springs.

For the case of Hilti anchor bfits a6d Richmond ancho,rs.,.,

25 see material contained in CASE Exhibit 761C. As for Case 3, Nelson.

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1 studs, the Gibbs and Hill calculations neglect a critical component 2

in the effective spring system. These are embedded pfates and therefore 3

shear is transferred through the concrete and the NIlson studs in parallels 4

The effects of the concrete have.not been considered by Gibbs and Hill 5.

and therefore their approach woulci b'e in gross : error..

6 Q: What does all this mean?

7 A: The ' Applicants, Gibbs and Hill _,_and the NRC have predicated 8

their arguments that themal expansion during a LOCA or in fact during g

nomal plant operating conditions is of no condeqtrence in the design 10 calculations, since the self-relieving charactsrittics of the joints

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11 preclud'e overstressing. This 'is basedion five-calculations which were 12 supplied to CASE during discovery and in' Applicants' Exhibit 142D. These

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13 contain gross error in fundamental engineering.pr.inciples.

14 The question grises: Where are the < hecks. and balances system 15 which assures the sa'fety of a nuclear power plan't'if such gross errors 16 can be introduced, checked, reviewed, approve'd, and blessed by the NRC?

17 How far does this acceptance of gross error extend into other areas to whlch we are noti privy,.' here -we'are told that.something is acceptable

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lg because a document exists, but where the credibility olf the dog.ument 20 itself is now in doubt? What assurance do we have that the checks and 21 balance system has not broken down, not only at Comanche peak, but in 22 the nuclear industry generally?

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I have read the foregoing 5-page Surrebuttal Testimony of Jack Doyle, Witness for Intervenor Case (CASE Exhibit 761), which was prepared under my personal direction'; the thoughts and " wor'ds exprersed th'erein are my own thoughts and words (with the exception of minor grannatical changes, "either to correct spelling or to clariff what I meant, which did not change the intent-of my thoughts)..Where questions were posed, they were posed Y

by CASE. This testimony is true and correct to the best of my know' ledge and belief.

l ff Jack Boyle 1)

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Date:.,'4/.26/83 STATE OF TEXAS

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_ On this, the 26th' day 0.f April,1983, person &T1y appeared Jack Doyle, t

known to.me to be the person whose name is s0bscribed to the foregoing instrument, and acknowledged to me *that he executed the same for the purposes therein expressed.

Subscribed and sworn befo're me on _the 26th day of April,1983.

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'Neta'Yy@lic in ahd Jor the State of Texas J'

My Commission Expires:

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0 4/26/83 UNITED STATES OF AMERICA

n-NUCLEAR REGULATORY COMMISSION

~? G - ~ BEFORE THE ATOMIC SAFETY AND LICENSING BOARD 63 MAY -2 A!0 50 In the Matter of ^* APPLICATION OF TEXAS UTILITIES l Docket NoI.'I 'lkd5 ' SO GENERATING COMfANY, ET AL. FOR and 50 4"4'6 f AN+0PERATING LICENSE FOR COMANCHE PEAK STEAM ELECTRIC - g j STATION UNITS #1 AND #2 (CPSES) ~ g AFFIDAVIT OF MARK ANTHONT WALSH . My name is Mark Anthony Walsh. At the regtbst_of Jack Doyle, I ran ~ the computer program which i.s attached as CASE Exhibit 761A to Mr. Doyle's 4/26/83 Surrebuttal Testimony. - Although the'. compute'r program which I used 1s. not exactly like the STRUDL program used at-Comanche Peak, it is a STRI@L program with sufficient similarities to assure that the results will be accurate. ~ This affidavit was prepared under my' personaPdirection, and the thoughts and words expressed herein are my owr! thoughts-and,words (with the exception l of minor gramatical changes, either to correct. spelling or to. clarify my meaning, which did not change ti e intent of my thoughts). - l d ) k' Mark Anthony Walsh / Date: 4/26/83 STATE OF TEXAS ~ . _ On.this, the '26th day of April,1983,-personally appeared Mark Anthony Walsh, known to me to be the person whose~.name is sub' scribed to the foregoing. instrument, and acknowledged to me that he executed the same for the purposes herein expressed. Subscribed and sworn before me on the 26th day of A'pril,1983. ~ k A Ah , Notary Public in nd for.the State of' Texas My Comission Expires: J/,1,v/#P ~ ~ I ./ f

.~,.14/25/83'- 15:10:40 CASE EXHIBIT 761A

- - SYSTEMS PROFESSIONAL STRESS - PROGRAM NO. 16.1 REV-201C.G1 ***

.._**************************************tx%******************************* A . _ STRUCTURE' . UPEER LAT_RES_( UEEERL A T Ati.) TYPE PLANE FRAME ~~~ NUMBER OF JOINTS 4 $ STAT.ISTICS $ TRACE NllMRER QE_.MEMBFRR 3 LIST MEMBER PROPERTIES IN INCHES NUMBEh 0F LOADINGS 1 NUMBER OF._ SUPPORIS ?.. _.. ~- UNITS KIPS INCH TABULATE REACTIONS FORCES DISPLACEMENTS ^ JOIN.T CQQRDINATFR 1 0 0 S $ 2 10 0 $ 3 172 0 $~4 182 0-S-UNITS KIPS INCHES MEMB_EROR._PRIS._aX 357 17 1-

RM-

~ 2- ~~ MEMB PROR PRIS AX 14.72 IZ 1.--

WALL B 1

MEMB PROP PRIS AX 2.S1 IZ 1.

WALL A 3

., jiEt1BER I N C I D EN C E S._..... _..,.. ~ -[~ m 1 ~1 2$ 223$ 3.3 4 UNITS KIPS INCHES CONSTA NTS_ E_27A AO. ALL UNITS KIPS INCH ~ ~. LOADING NO. 1 MEMBER _ TEMP.. CHANGES _.0h0002_c ~ 2 210 , _ _.. ~ SOLVE ~ PRQELEM_C.QRRECTLY SPECIFIED. EXECUTION TO PROCEED. .K ~ ' ~ ~ ~ 6 p p ~C-~._-- I.

. STRUCTURE - UPPER LAT RES ( UPPERLAT.BM )

===============================================================_==__

( UNITS IN INCHES AND KIPS) MEMBER PROPERTIES 5 ' AREAS - MOMENTS OF--INERTI A ' CONSTANT MEMBER LENGTH X-AXIS Y-AXIS 2-AXIS X-AXIS Y-AXIS Z-AXIS Ea 1 10.00 1.5E 1 0.0E O 1.0E O 2.7E 4 ^ 2 162.00,3.6E 2 0.0E O 1 '. 0E O 2.7E '4 ,3 10-. 0 0 -2,8E-- 0_.0,.0 E O 1,4 E--0.-2-J.E .a. - ~ ~ a_ e U .M e 9 a b .g e p M a 'O g h ew. 9 -..M.%~- 8'* b 4 e* e. D e .m. g h } O ~ ~ h m. -e...,. m. .o.e.. O N .'"*Dh=-e.RP.*G ..epe eee w.. w.._,g,.. 1 i..-.. r"'8.

STRUCTURE - UPPER LAT RES ( UPPERLAT.BM ).

=========._=========================._=========_-=============

._LUNITS IN _ INCHES._AND _KI.PR i LOADING NO. 1 a,

======_=============================_===_=========_==.=============------ ) MEMBER FORCES . MEM5EU JOINT. AXIAL FORCE SHEAR FORCE . MOMENT 4 3 1393.760' 0.000 0.00 . _.. _2._ -1323.26D 0.0001 ___ 0.0.0 - 2 2 1393.760 0.000'_ 0.00 0.000 0.00 3 -1393.760 3 3 1393.7A0 O_000 O_00 4 -1393.760 -0.000 0.00 .___AP_ELIED, J0lNT t *0ADR. FRFF _InTNTA JOINT . FORCE X FORCE-Y - MOMENT Z - 2 -0.00? 0.000 0.00 3 0.001 0.000 0.00 _ _REACTfDNS.,APELIED LOAIiB SUPPORT JOI@_S.___ JOINT FORCE X FORCE Y MOMENT Z-1.... _ _ l a 2 3. 7 6 D 0.000 0.00 4 -1393.760 0.000 0.00 'f. SUM _..._.. 0. 0 01 'O 000 M-FRFF JOINT.DTSPLACFMENTE 6 JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION _2 _ _.__ - 0.. _03A5__ O_.0000 OA000 3-0.1806 - 0.,0000- -0.0000 - .? 3 g 9 ~ ^ _} 0 .-. eau _.. ._e _ee e

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appennac W-s-a aav. 3 i 1 Pcge 8 of S GESIGN REVIDt RECORD tonn Texas Utilit_les Sepiees, Inc. ELILd2. ~ fonanehe Peak ~3.2,s. _EX Jon 30. FAQJECT ~ 2323

Title:

S 61 - M R SUPPT '5T RUDT ~('c P l - C us M R -o z.), A cc in eNT Te m p. INVEST 1 G ATION's, [{trawibg @ Calculation C(.spe cification S Rfh-l'3GC SETG G RIVIsloH mo.

I I4 fV M MIxI so.

MIT. COMMENTS.AAt A3 stbtD ON DO ~ FI ATID M E A.EI.V MENT gage?g L!5?tD BELOW EXCEPT As ~ 1 = M ^4 ~ g. MQUIRED ACTION --- M - 4~~ ~ !N kV 5EIIGN ALVIEW Etwal.'t&LA M V.En GAIL. REQUIRED ACTION SATISTACTCAILY COMPLETED ~ YES CI NC Cl COMMENTS ~ } ~ DE5 GN ALVIT.s E.NG L1LER - 'MSI L4 34L

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1. nswnO "Curr, ant Events-Power Rosetors' and "Operatlag Experience

records have been ' considered, Where opptreable (Ref. Sob Engr.)

\\/ t, m,,a covers all intended work, ao interface gaps,*he overlaps (Ref. Pro $eet Oul6e). '3. Assumptions are listed, clearly defin d ~ g:b t el and reasonable j e

d. Items to be.re-varified,later in design, identified

\\/ +

5. msferences, including other calcu_lations an6-gg cources, are liste8 5..A description of the methods of analysis and j

design is inclu8e8 (Ref. FEAR) ~'

3. Formulae and equations are applicable and defined, -

~ ~ V ~' .1. Mathematical check indicates satisfactory solution - - sp y c. preg.p y

9. Conforms to specificae %

0. Zoads and load conbinations are correct (Ref. PsAR)...

V ~ .-fincluding Environmental Consideratiems) p .. Deflections ano displacements are suitable and reaisonable (Interface with other diselplines) ~ j-

2. Cor.patible with equissnent informati6n (Ioads, Dimenetons) sceription of materials inclu$ed (Ref. FEAR) g 1

'. 'Ceepatible with soils capability (Rei. FSAR and soils ReportJ - h ~ ~ e . C~ patible with related drawings pg

i. Conforms to FEAR W

7. Specific references to codes and standards are inclu6ed and conferr.s thereto (Ref. FSAR and Project Cuide)

'V . Conforms to strvetural Design Criteria V . Interface with other disciplines has,been accorplished pg . Properly indexed and filed J Additional for comput,erized Calculations: ~ t O. Proper Cceputar Program -(Ref. 7sAR) has _ been approve 5 for use

b. Data Input Assurny,tions,and Model are listed, defines and are satTsfactory y

~ ~ ~ ~.

c. Interpretation of Datput is ineluded _

G. Check results-for reasonablenessi preferably V l verified by siinplified parallel check (Ref. FSAR)- j

.Z:

Design reviewer's signature confirds that design reviewardas considereS each item on the checklist signifies design reviewer's cceptetion. of r.eview %:.y Mot Applicable 7 ~ gnReviewerfssignature D# l-Date [ Ign Reviewer's Name P. T-5 ftR OFr '22, 3-g1 ~ ye ~, - ----.-,.n.~ - s.-~~ r - ~ - ~

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HAND cal _CULATIONS BY JACK 00YLE CASE EXHIBIT 761C Pags 1 .2, O. c. /7, GFFEC7 5
of FAEX * @ dTS \\CN CONS 7RA/M7~
~ t)P/'GL L A TGRAL REST 7Al AIT BGhd ' NNeu!M GJEM M7's' ' 0 E./dWGA-770M = E 7 - '-0//ERE C= da 6 23 'E-lo. (~PER e/Bes /N/LL H.R /.476?RL ~ l M m nasm ar w c&), 7h.55UNE e20*MS Adco/A7f AL71hUGH YEHP /3-based oW. PAESSUAE GA/TICALAWAJ-fS/.S ~ AMD IM Foc7~ sbuLD Be~ N/GH8L,dMDGK 20YW ' OfftEk%70RG" 1.KCAL AAAL'{$ ~ = =-28&', MO - ~ ,L *06~R GIBBs $/18. -y,R. hMb LAT.BH CAlCsh E~/62/r/CNE$.. f. ~ ~ ~
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Page 6 \\ dT I KFY = / 6 2. 4+ Ek m(I-V).J .i. U) HERG 5= 6~)000 [fh ~ h = p)$1E (5^A 2 0) 'm - GoriSTn1lY 9/MD 01/ M T lMiiO WQ/$) ? 7L .SA'{ 6 l.m1 = $2 ~ ^ .~ ^ ' :mr H>ne PET'S =. '.] 6 i {Ef5'~ ( '.SLG9775) JU = l*.~7MkS 600 000 kW / 1 = 4018 o Kln MD THE ~TO71K SPRING RA-TE KFf_.. ~ Fole dT~ 1 = s 47tD+ (/G7X4.) 35958 5"l b ='219 KasnFE)- ~ it.f%rss%t \\- dT 4 VyIc,8(4) 472. + {SP RATN fo/L. sHertR. />v6] (getstfr 124.)_ ~ 6 7 E. + [3,sco,soo W] & (_g '). eM =((29/3) ^ fo) 9,,e df m>$. ' 7f [ 9775) = 1.ffof.- ,,9; I* SPP.nlG PATG = 472. -t-5 6o000.0.& _Ig1407 490C0 lnt h ~ ~ 9.f=7wCs As snfi=)__ _ _ _ OJ K -= 5 3M ? wi' Shou /N/ klYD S/AICE 73 bSIf70W RSTE7 LED THNI~ t PRoet9{ ex]s7ED sst gy6M617en 9q).. _ A BUT' FR.0M YHE *SPR]dG' P8? SIVEAl IM 6/BSS MHb._ ~ ~ H I CL GALQ.17~ /.3 AbodT THE SAHE. 45 d T / s.,5 'I~HE~ 071FFMESS of Cos/0AE7E FDR 5/11/7E~ ARE14.D/S7?2/9071)!.C d A - Lo/+b TO A SEH/ /hr/5/W80W Q _ By 'S rSHoshGilko S 7/f@2f oP EZASTTC. STRBAITY,21/b ED/770Al 1961 EQ/A77bil El2 ' bi THG~~ PR1/[C.IPtf By t.t)Hl51+ AN/fE (s7&RD>WE} MALf5L5 hklD I3 s l O T Sn 3 E P/ /) TES I3 P2 S S /2LG'. . :-u ... ~... _... _. _.... A.... h b ey. T 1 ' ~ i .e. a = ee geme, em Nu.wsumme 1, h ~ ' " e** y l .~
Page 7 Ti!E P R o c E k'.D. u P E U S @ Ey 5!.3e3 $ illa &)ou).b FN/T Eel?! 7% H: THis wepE~is-MAT Avce Bass ~ PAATE. /JoOeh774W APE c/bWuJsS. v7 0 ri-

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r. THE SPRNG RATE foR= 77lE S7/E79R LUGS toAS shoo)st oNr. TW PREVioVS SHeu I-f'ori)T/R T745 PolllT~l3 4)lT]IouT~ R'G IT' 3ltlW TT4E trof.@ cf. 776AL iSPElllG Fl?CTDL. Ky lor.s__..._ _ ~ St & JtJ ^70 BE Ill ERPA2 B}/ & fab 70A 05 OVE2 250 77pgS___...__ _. _ g ~ * ' ** y,,,, ^ ' 6 8 ~ me + -. _ ge 86 'I h se e -
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v Page 8 ADDIMb51% APf'SJbid ~D' or /3/WicANTS EYHIBIT I4 L C A SG 'l ~ ~ /\\ TS' (> X G )< Y 70BE A TThcHET) TO BASE iMA7ES w ITH 1 H/LTi&S Y4 DfA THE SPR)AG FRGio2. PoK 3/i
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~ lh' TN& MIRIc4N'T (THE CeAb i;%# GURVE%) S!ECIFIG-WG QUkVE 'oN WHIGH' & 16f 40AD PRODUCES A800T~ '09 'DISPhlfGEkfE7FT*,-AA.TWo0GH rHES6 F/GU2E5 ARE USED THCY A12G jfoT CONS 2]2t/4tivso THE SPL/AlG FHeiot25 usep /W flMITC h>C4 LYSIS oi~ B/1SE /X 765 PR6 A Bck102. Bilsi5 rsutAI,?E AloT' USET) 70 29fIO/}C? ~ ~ % HATM- ~ @ f. RU' /1 nh QOLT.'. EQVALS 'Yo9 = I7? K//Ai s/Nc6 THe7?E*ARG 1 Sodi.7Al-PAPdL6Z.L. THE h fac76/L T W 30tHT*..GQvnLS. 77;f k. tis PG2 /NQH.. ~ ~ THE EWF6CTIVE. k CO2 blE Sy'S7Eff /Al.St=RJES. EQYLS h}bz): fk fer. 5W wHerLw!- #l1 = ~ 7.16b?c50)l7z : 30.55 @ EQUlV' k = Y(fziz_k tllboS3 = 3/9 /<//// Tilc LonD D/ THE-8H' 5QUALS 3I9l3o53 (320) =.33< 9'.5-400D /5? SQAT(UNI DiRCL710RhL Feace-)= 53A,l4 = V.35 K g = 9.sce.:. s.- si?p.)/gd = is,n '"74e.7m s r rny r>cas sor inewoe 795 von /w. qvan. Ins ~ oR hiuAn. THREcnoAIAL LOADHW; ~ t rHE form in rHE.w.vr<nies tirrw 'icirn vnn>' int,.iascTu cr ais,
Page 9 - li t e H W o g b 5 - c 41sE 2' podr i+ AVE M'l STEEL Bool<. /+hllDy[' buy AS5t)ME I rs (, x c,y '/z. Nu Au /1REA OF /C. s9 IN. 6 '-C "ZON. G,... _. _.. r1 ~ P=: /o. s~{vo)(c.c,5z.x 10 '*) (v c,so) = 425 K 6 = 4 02.) (c4SZ.xio ) Ca zo) 1019 " 4 N=925/*1049= 4032."kd lYe tN RICH HotIDS - /z = 1 6 W l16f fH P 175 of HE suptbere Nc)____ ~ 'b' // hS~z- ( s *.t 27 9.'.,*[ "//4 ~ ~ 6. //,2. /GZ / ~ 125 037. : 3 33 NddM g 6cJ U. 140 Met /T'/// BOLT = \\.8 63 t8 33.)'j' 10/10 FMW 77+2RHL EXP) MIS /0W. ~e s t u ~ gad 06HE FAdif (2) DHtECT10AG @90*3/Ht/B7diaW. ^. ~: - ~ l.'&. H =~. - 11 '73 D "ma).._= II.2 8 i// N ~ ($'id BolX -= lIO8/sh = 55,7 HSr ? . n.. FROM .I..O.G. A oHL/ 7His js. (%.D : 57Vo oryNE PL&sna ci;ptrairy of_ /}-34,' ft bedrHyou) W _ _l OsHPo5 mod 0FWM THEM ftRE No TSST'S C02 IN AIGHHaliDS So I 'DoHT Ruou).- = v)HnT /> LIDC<) ASWS Alee APPkoPR157E 'BuYTHEI No onc= TLS E' Does-avr / [/rH suRE uJ ITH ALL THE CCWBul& A.D h D5 bEo2 F5/ /5.mo HUEA MOVvl!~ BY FAC.* case %, h/ElSor/ STTJD5 //( 5RBEDED A4tf7ES T * ~' 7146 STIFFMESS FAGTDRS NEG/ECT~7ME SHG+L RES/.57??Nr.!G' #E 1. - THE GoN'. Acil>M-377FF A Bevr VR*Ec. ASsvHE10 %. 0 k.~. it,6% cne. avios.raogma.nimisereona..) kr~umsr ro fmuee._
~~5..~, f :a.. y / Arse of coMc,~~
~ aesisn sima, =, t f w
3 -g ~. UNITED STATES OF AMERICA 3x.m r NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING B0A 3 WJ -2 A10 :36 In the Matter of l-i APPLICATION OF TEXAS UTILITIES i Z.. G ir. GENERATING COMPANY ET AL. FOR Q Docket Nose. W '445 AN OPERATING LICER,SE FOR .Q-and 50-446 COMANCHE PEAK STEAM ELECTRIC Q ?- STATION UNITS #1 AND #2 (CPSES) l l ~ .n. CERT.IFICATE OF-SERVICE By my si.gnature below, I hereby certify that true and correct copies. of CASE's Motion for Discovery Regarding " CAT Repo@"; CASE's Fourteenth Set - 2 of Interrogatories and Requests. to Produce to Applfcants; and CASE's Fourth Set of Interrogatories and Requests to Produce ~ tp NRC Staff. have been 'sent to the nanes lis.ted below this 2Ef_th ' day 6f April ,-1983, -- by: -Express Mail where-indicated by
~~and First-9 lass Mail elsewhere.:-~~
~
Administrative Judge Peter B. Bloch Alan 5'. Rosenthal., Esq., Chainian U. S. ' Nuclear Regulatory Comission-Atomic-Safety and Licensing Appeal Board 4350 East / West Highway, 4th Floor U. L Nucl. ear. Regulatory Comission Bethesda, Maryland 20014 -
~~M-Washington, D. C. 20555 ~~~
~~Dr. Kenneth A. McCollom, Dean '~~
Atomic Safety and Licensing Appeal Board Dr. W. Reed Johnson, Member Div'ision of Engineering, Architecture and Technology U. S. Nuclear Regulatory Commission Oklahoma State University Washington, D. C. 20555 Stillwater, Oklahoma 74074 ~ ~~ ~ ~ - Thomas S. Moore,'Esq., Meinber
~~Dr. Walter H. Jordan Atomic ~ Safety and Licensing Appeal Board 881 W. Outer Drive U. S., Nuclear Regulatory Comission Oak Ridge, Tennessee 37830~~
~~__ ashington,-D. C.~ 20555 W~~
~~Nicholas S. Reynolds, Esq.~~
~~- Atomic Saf.ety and Licensing Appeal Panel Debevoise & Liberman~~
~~U. S. Nuclear Regulatory Commission 1200 - 17th St. ; N. W.~~
~~Washington, D. C. 20555 Washington, D. C. 20036 ~ -Docketing and Service Section~~
~~-44arjorie UJman Roth'schild, Esql-.~~
~ 0ffi~ce of the Secretary Office of. Executive Legal Director, USNRC. U. S. Nuclear Regulatory Comission ~ Maryland National Bank Building - 7735 Old Georgetown Road - Room 10T05 --Washi.ngton, D. C. 20555 Bethesda, Maryland 20814
Ms. Lucinda Kinton, Law Clerk Atomis Safety and Licensing Board Panel Atomic Safety and Licensing Board 4350 East / West Highway, 4th Floor Panel Bethesda, Maryland. 20014 U. S. Nuclear Regulatory Commission-Washington, D. C.
20555 ~ [ f,, s c~--
S Certificate of Service Page 2 .a.
~~David J. Preister, Esq.~~
Assistant Attorney Gener'al N ' ~ ~ ~ ~ Environmental Protection Division Supreme Court Building. Austin, Texas J8711 .s ~ John ColTins j Regional Administrator, Region TV U. - S. Nuclear Regulatory Comission - 611 Ryan Plaza Dr., Suite 1000 Arlington, Texas 76011 .Mr.'R. J. Gary
~~f..~~
- Executive Vice President and ~ General Manager Texas Utilities Generating Company 2001 Bryan Tower Dallas, Texas 75201 lanny Alan Sinkin 838 East Magnolia Avenue San Antonio, Texas .78212 .3 ~ i ~ ~ W $1AD 1 ~ 'ASE 3) Citizens Associatioit for Sound Energy rs. Juanita Elli~s, P_ resident 1426 S." Polk __ ~ ~~~~ ~ -.' Dallas', Texas, 75224- -2.14/946-9446 E 1 4 ~ 6 4. M
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