ML20079E439

Corrections to Transcript of 831031-1121 Hearings Re Design Qa.Certificate of Svc Encl

ML20079E439
Person / Time
Site:	Diablo Canyon
Issue date:	01/11/1984
From:	Crane P PACIFIC GAS & ELECTRIC CO.
To:
References
NUDOCS 8401170297
Download: ML20079E439 (23)

Text

-

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000?TED u.,::

GUITF.D STATES OF AMERICA NUCLEAR REGULATORY COMMISSIOQ.; ,'" " ' f*j *,')()

In the Matter of )

)

PACIFIC GAS AND ELECTRIC ) Docket No. 50-275 COMPANY ) Docket No. 50-323

) Reopened Hearing -

Diablo Canyon Muclear Power ) Design Quality Plant, Units 1 and 2 ) Assurance

)

TRANSCRIPT CORRECTIONS Pacific Gas and Electric Company hereby requests that the following corrections 1/ be made to the tran script of the design quality assurance hearings held October 31

-November 21, 1983.

Page Line Now Reads Should Read D-207 7 Revies Reviews D-229 17 control control room D-230 22 evolved reviewed D-231 4 verification ventilation ventilation D-234 20 (a) through A through D (d)

II There are a considerable number of typographical errors not included herein because the meaning of the particular word or phrase seems clear in spite of the error.

8401170297 840111 PDR ADOCK 05000275 T PDR '

t.

1 Page Line Now Re>nds Should Read D-235 1-3 D-238 20 to brief to be brief D-253 22 evoluation evolution D-257 21 volts loads D-258 16 The witness I misread read

'D-259 1 of for D-262 5 structures structure is D-263 21 about about what D-271 1 MR. JUDGE D-271 17 collagorate collaborate D-271 21 coduit conduit D-273 2 and site inside

! D-298 5 a the D-300 9 not nor D-305 24 is that is D-312 7 No. not l D-319 3 generated generator D-325 23 sic six D-329 23 Hope Hoch D-331 9 contacted contracted D-333 23 ' panel pattern D-340 12 authors, others.

D-344 18 reached used D-346 18 ti it

+

t

. Pac e Line Now Reads Should Read D-148 16 surface. service.

D-349 20 design designer D-354 12 power plant D-355 17 test check D-356 11 JUDGE A. WITNESS D-367 4 linear elastic in nuclear plant D-372 8 it that D-374 19 1001 8001 D-377 .7 assure assuring D-377 17 design design is D-379 18 the the entire 4

D-399 2 I used used

.D-431 19 king kind D-445 16 2006 3006 i D-448 4 in and i D-459~ 11,12 in the in order to name of maintain

'. D-459 14 plant. plan.

D-462 11 sensitive experienced D-470 21 that wish that D-494 7 based basis D-499 7 inha,bitable uninhabitable D-516 20 to through D-524 11 circuit short circuit D-527 4 break breaker

gPa e Line Now Reads should Read D-532 7 NSI ANSI D-544 1 exhangers exchangers D-549- 1 190 1960

-50 D-562 15 drive derive D-562 21 that but D-563 7 started stated D-588 22 TCM DCM D-594 8 systems systems conditions D-594 16 if if any of D-599 12 surface service D-610 25+ -

A. Yes.

D-630 4 about of D-654 18 finite finite element D-679 13 3.f. (i) 3.f.(iii)

D-692 1 can can not D-693 25 It If it D-695 1 pull pore D-695 14 higher lower D-716 9 formation deformation D-718 11 coefficient coefficient of D-723 22 3350 3500 D-727 15 model -modal D-727 15 percent of percent to APa e Line Now Reads Should Read D-731 24 ming making D-740 6,9 8E AE D-740 13 modulus modulus of elasticity elasticity is and is D-740 15 squared --

D-744-55 .20 similarity. singularity.

D-763, D-764 page numbers are reversed D-763 18 problem program D-774 9 agency H and C D-777 13 0.182 0.18 D-777 17 and in D-777 17 drain test drained tests D-780 25 unreason- reasonableness ableness D-783 8 strained strain D-783 11 the strain that for the

! D-783 13 effect of effective D-784 9 curve soil D-784 10 backfit backfill D-784 18 strength, strain.

D-786- 15 interest intercept t

D-788 3 be give D-788 9 The If the D-789 7 radical vertical l

Page Line Now Reads Should ~'

Read D-793 11 spot plat D-795 20 class graph D-799 10 the in D-800 21 6t 60 D-803 12 structures in structure and D-833 11 higher higher shear D-835 9 new no D-850 22 direction directing D-854 18 not not having D-860 7 was required was not required D-865 9 for disposi- or dis-tion. positioned.

D-865 22 correct corrected D-866 1 power manual power plant n,anual D-873 12 of the of updating the D-877 22 section. section in hand.

D-878 22 suspended. suspended license.

D-884 18 start it started D-897 3,7 34 35 D-898 21 Moore Norton D-944 10 of control and control of Pac'e Line Now Reads Should Read M

~ '

T2 73--- "G&E PG&E D-953 20 had as his as is his superior Mr. superior Mr.

Warren Jim D-968 12 major major or 1

D-969 4 from at D-981 7 in and ,

1 D-981 8 requires requires us l

)

D-981 18 discontinue just continue D-983 11 7, 7 6, 7 D-984 5 teeth sheets D-986 22 Final File

! .. D-988 14 114.4 1141 D-1016 7 Maybe (Witness deUriarte) maybe D-1016 25 matters structures D-1033 15 not not do D-1038 11 1/2 rpgra program D-1056 24 8.2 3.2

'D-1096 6 are were D-1127 23 controls includes

Pa e Line Now Reads Should Read 28 F full fottr I

D-1133 14 forms the form D-1162 8 Strumwasser Kaplan D-1162 14 17 in and D-1166 ii plotter and prior and the D-1167 10 necessary,not necessary. But D-1169 7 At least That leaves D-1169 23 1.7 1.17 D-1172 1 -

0 l D-1172 4 -

A 1

l D-1172 18 Answer. Answer it.

D-1172 19 " result"? " resolve"?

D-1175 10 does that D-1175 12 elements errors D-1176 9 their your D-1175 14 152 150 D-1176 19 did would D-1178 12 and then D-1179 6 of in D-1180 11 Class Class A D-1180 19 sand fan D-1181 23 Class Class A D- 1183 7 yes, yes, in D-1193 15 the power the Z ion power D-1195 20 it value 8-

. .__,__.,_______.a._____-_ ____m_ __ --------- --

g . .

Page Line

-~

Now Reads Should Read {

D-1198 9 surfaced surfaced or D-1206 7 or of D-1206 11 No. Yes.

D-1207 3 under that D-1207 11 case cause D-1214 2 cross across D-1215 9 of of of as I D-1218 9 able unable

' D-1224 14 the system. these systems.

I D-1225 17 contracted. contractors.

l l D-1235 15 Reg Region D-1237 4 asked for one were asked one j D-1238 20 estimates sample D-1244 18 we take it takes D-1256 5 detection of detection D-1258 20 knowledge knowledgeable D-1263 9 1.3 of .1 1.3 and .1 D-1269 23 DVP DCP D-1274 18,19 stratum sampling process, and process then D-1288 13 an alternate a general D-1301 19 taking him thinking what back my guy is thinking and so on.

D-1301 25 in not

Page Line Now Roads Should Road D-1306 22 Cubic feet Dr. Johnson:

Per cubic foot.

D-1307 23 squeeze Swede D-1312 25 certain. in certain- I D-1314 22 would could D-1321 14 is was D-1325 9 take a whole take whole D-1325 11 plant. program.

1 D-1327 17 sampling design verification D-1329 8 here, because , because here D-1339 14 " meaningless" " reasonable D-1341 12 They We D-1348 23 referee refereed D-1349 4 referee refereed D-1353 8 measured, it measure it, followed D-1354 1 about about it D-1354 12 orbablistics"? probabilistics"?

D-1354 15 use use it D-1360 4 another a D-1372 4 but not but are not D-1372 5 wouldn't would D-1377 1 on I am D-1377 2 as far as which are as far as

F Page Line Now Reads' Should Read D-1378 10 it's in it crossEC D-1381 23 are about aren't D-1388 12 mine. one.

D-1389 1 as for as to D-1389 23 reficiation verification D-1394 10 design PRA D-1399 8 vertually 1 virtually certain D-1414 1 fair. not fair.

D-1418 20 defense difference D-1421 21 DVP DCP L D-1424 4 E-3' E-3 prime h

D-1424 10 E-3' E-3 prime

~

i D-1444 15 (Excerpt IDVP (Excerpt Rev. 0

)

l Final Report) IDVP Final I.

Report)

D-1444 16 (Exceprt IDVP (Excerpt Rev. 1 Final Report) IDVP Final Report)

D-1446 13 reference referenced D-1446 18 along, alone.

.D-1446 20 once sentence one sentence D-1470 19 design change, design chain, D-1471 6 or last or both perhaps perhaps D-1485 16 Teledyne of Teledyne or

Page Line Now Reads Should Read D-1501 16,17 the piping the piping, equipment equipment, i

components components D-1501 20 piping piping and ,

1 equipment, equipment, i l

D-1506 13 were no were not

! designed designed D-1507 2 Non were None were D-1508 2 plans that plans state that D-1513 24 IDVP Cooper IDVP (Cooper) called DCP called DCP Friend and (Friend) and D-lbl5 14 a good a as good a definition definition D-1517 20 and others, and others do, D-1523 15 and relia- on reliability bility D-1526 18 evaluation evaluation, the and commit- commitment ment D-1527 19 Dr. Kaplan, Dr. Cooper, D-1527 21 (Witness (Witness Cooper)

Kaplan)

D-1539 15 10 CFR 50 10 CFR D-1628 14,16, Bragin Bragan 17

e Page~ Line flow heads Should Read D-1634' 13 these nots these notes with with D-1634 25 feeling feeling about about the D-1635 25 later later reviewed revealed in in D-1677 4 of the EDVP's of the IDVP's D-1683 5 there is not there are no page page D-1683 18 ARFR prepared an RFR prepared D-1686 20 purchased in purchased, and preoperation- preoperational al testing, testing then then D-1687 18 is "appro- is appropriate.

priate."

D-1687 19 I was .I am D-1687 21 and his and his explantion explanation D-1690 4 beyond the behind the technical technical D-1693 11 My final The final report, report, D-1693 16 the request the request made, was made, D-1710 24 design review design review, independent independent

Page Line Now Roads Should Read e

D-1711 19 It was It was an unended open-ended D-1716 22 and quality and qualify D-1719 3 the safe the safety-related non-seismic non-seismic i D-1720 23 Well, from Well, as an an engineer, engineer, D-1727  ?.3 design of design of DCMVP-1, DONPP-1, D-1732 14 application. verification.

D-1734 6 and EOI an EOI

- D-1734 9 particular particular instances, instance, D-1734 1L only form only firm that that D-1735 11 that subjec that subject material, material, D-1771 16 to answer to allow Mr. Reedy Mr. Reedy D-1784 16 goal of goal of Appendix B, appendix, D-1792 1 to a to as a horizontal horizontal D-1803 11 understanding understanding of the the

Page Line Now Reads Should Read D-1806 21 changeover changeover in personnal personnel ,

D-1812 24 like tomake like to make D-1825 17 and if we and we wanted, wanted, D-1827 6 evaluation- evaluation address address D-1828 5 ethies in ethics in a professional professional D-1830 16 who were who are not unbiased biased D-1831 24 an under- a misstatement

! statement D-1833 25 that they that they

! he.d really really D-1036 8 required, to requircd, the the D-1840 12 Miles J. Myle J. Holley, Jr.,

Holley, Jr.,

l, D-1840 16 MILES J. MYLE J. HOLLEY, JR.

HOLLEY, JR.

D-1843 15 Mr. Wary, Mr. Wray D-1844 12 your relation- your relationship shiop D-1844 15 (Witness Wary) (Witness Uray)

Page Line Now Reads Should Read D-1845 17 a contingency a continuing basis, basis.

D-1845 21 Dr. Nolley? Dr. Holley?

D-1848 14 and read and read descriptions desriptions

.D-1848 15 quite quite reasonable.

reasonable?

I D-1849 9 the auxiliar the auxiliary i

building building D-1849 17 Ane, yes, And, yes, D-1852 15 3.4. 3.r.

D-1861 1 " controlling" is " controlling",

the DE, for the DE for example, example, D-1862 23 Plot 225 (c) (1) 225C-1 D-1875 8 It doesn't do One doesn't do that, that, D-1876 5 number of number of conservatives conservative assumptions D-1876 14 With these With these conservatives conservative assumptions D-1879 18 on the on scratch paper, scratch paper, D-1881 21 Professor's Professor Holley's doubts doubts

4 Page Line Now Reads Should Read D-1890- 9 as second as a second order order

(

D-1893- 2 strengths springs l

D-1901 3 the opening the ultimate stream extreme D-1903 21 and I super- and I supervised I

i vise this this D-1904 5 Revision I, Revision 1, D-1905 13. certain certain ranges of rantes of D-1907 25 This does This goes t was Case 4 D-1908 17 was Case --

D-1919 6 the loads the nodes were were D-1921 9 simple degree single degree of of D-1922 9 shapes are shapes are and the in the D-1924 12 the pipin the piping remains remains D-1924 23 is essential is essentially D-1926 3 is stated is stated here.

her.

-D-1928 17 of the varied of the burie?

D-1930 24 the local the local modal nodal

- . _ _ ~

Should Read Line Now Reads to the Blume Faca T to the Brook-M31 haven presented plots presented 5

D-1931 thoughts those plots?

7 those D-1931 thoughts?

annulus annulus

-D-1934 14 horizontally horizontal your question your 10 D-1941 questtion This was This was D-1948 11 corrected by corrected b refers to the 15 refers tothe D-1948 were the slabs were 13 the slabe D-1951 16 The Slabe were The slabs were uncouple the D-1951 18 .to uncover the to uncouple subsets D-1957 to to uncover 19 D-1957 subsets then obviously the then obiously 9

D-1958 the floor flow 24 horizontal D-1959 18 horizontal D-1964 displacements spacements i for certain 10 certain D-1968 finenesses finenesses

Page Line Now Reads Should Reed D-1970 Tb column, and column, and which.1 which I believe there was, believe there with the l was, if there was, with the D-1970' 20 I had soil I had zero stiffness stiffness for the under the D-1973 16 the basis. that basis.

l D-1979 4 completely completely controlled l

Con trolled D-1979 15 that inthe that in the final final D-1987 16 Ben.Stephens, Vince Stephens, D-1990 16' this is this is backfill.

l backfit.

D-1994 10 strength of strain to D-2001 24 finally fine fim211y rind to to D-2005 10 date bof date of issuance

,. issuance D-2005 12 Seed Y Idriss Seed & Idriss D-2008 22 almost one, almost none, D-2010 12 that date the data that are that is given given D-2011 4 Are these Are these borings corings

Page Line Now Reads Should Read D-2016 17 be comprised, be compromised, D-2019 20 was then was then competent incompetent D-2020 through Mr. Dennison Mr. Denison p

D-2023 D'-2036 23 and the and the participa-dissipa-D-2062 24 to not

-D-2226 12 decreasing increasing D-2226 24 weight wane D-2251 14 turfs curves D-2251 24 feedwater saltwater D-2335 19 quastion pressure D-2359 23 and in D-2360 1 and in D-2625 1 rates weights D-2634 14 56-58 and 56-58, 60, and D-2875 8 pacifier passive

'D-3114 17 turfa curves D-3123 3 they consis- they are tent consistent.

D-3137 24 they' be they've been been reported reported again again in '82. in '83.

i I

Respectfully submitted, ROBERT OHLBACH PHILIP A. CRANE, JR.

RICHARD F. LOCKE Pacific Gas and Electric Company P. O. Box 7442 San Francisco CA 94120 (415) 781-4211 ARTHUR C. GEHR Snell & Wilmer 3100 Valley Bank Center Phoenix AZ 85073 (602) 257-7288 BRUCE NORTON Norton, Burke, Berry & French, P.C.

P. O. Box 10569 Phoenix AZ 85064 (602) 955-2446 s

Attorneys for Pacific Gas and Electric Company -

F

• Dated January 11, 1984 By ,

Philip .

Crane,J{.

21

.- UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION In the M er of )

)

PACI) ND ELECTRIC CCMPANY ) Docket No. 50-275

) Docket No. 5'6-323 Ell D-Diar' Nuclear Power Plant, )

Unit < )

) L. . .. .. i:

duu?l CERTIFICATE OF SERVICE The foregoing document (s) of Pacific Gas and Electric Company has (have) been served today on the following by deposit in the United States mail, properly stamped and addressed:

Judge John F. Wolf Mrs. Sandra A. Silver Chairman 1760 Alisal Street Atomic Safety and Licensing Board San Luis Obispo CA 93401 US Nuclear Regulatory Commission Washington DC 20555 Mr. Gordon Silver 1760 Alisal Street Judge Glenn O. Bright San Luis Obispo CA 93401 Atomic Safety and Licensing Board US Nuclear Regulatory Commission John Phillips, Esq.

Washington DC 20555 Joel Reynolds, Esq.

Center for Law in the Public Interest Judge Jerry R. Kline 10951 W. Pico Blvd. Suite 300 Atomic Safety and Licensing Board Los Angeles CA 90064

( US Nuclear Regulatory Commission Washington DC 20555 David F. Fleischaker, Esq.

P. O. Box 1178 Mrs. Elizabeth Apfelberg Oklahoma City OK 73101 c/o Betsy Umhoffer 1493 Southwood Arthur C. Gehr, Esq.

San Luis Obispo CA 93401 Snell & Wilmer 3100 Valley Bank Center Janice E. Kerr, Esq. Phoenix AZ 85073 Public Utilities Commission State of California Bruce Norton, Esq.

5246 State Building Norton, Burke, Berry & French, P.C.

350 McAllister Street P. O. Box 10569 San Francisco CA 94102 Phoenix AZ 85064 Mrs. Raye Fleming Chairman 1920 Mattie Road Atomic Safety and Licensing Shall Beach CA 93449 Board Panel US Nuclear Regulatory Commission Mr. Frederick Eissler Washington' DC 20555 Scenic Shoreline Preservation Conference, Inc.

4 623 More Mesa Drive Santa Barbara CA 93105 r

Chairman Judge Thomas S. Moore Atomic Safety and Licensing Chairman Appeal Panel Atomic Safety and Licensing US' Nuclear Regulatory Commission Appeal Board Washington DC 20555 US Nuclear Regulatory Commission Washington DC 20555 Sccretary US Nuclear Regulatory Commission Judge W. Reed Johnson i Washington DC 20555 Atomic Safety and Licensing l Appeal Board Attn: Docketing and Service US Nuclear Regulatory Commission l Section Washington DC 20555 Lawrence J. Chandler, Esq. Judge John H. Buck Henry J. McGurren Atomic Safety and Licensing US Nuclear Regulatory Commission Appeal Board Office of Executive Legal Director US Nuclear Regulatory Commission Washington DC 20555 Washington DC 20555 Mr. Richard B. Hubbard Michael J. Strumwasser, Esq.

MHB Technical Associates Susan L. Durbin, Esq.

1723 Hamilton Avenue Suite K Peter H. Kaufman, Esq.

San Jose CA 95125 3580 Wilshire Blvd. Suite 800 Los Angeles CA '90010 Mr. Carl Neiberger Telecram Tribune Maurice Axelrad, Esq.

P. O. Box 312 , Lowenstein, Newman, Reis, and

~ San Luis Obispo CA 93402 Axelrad, P.C.

1025 Connect.icut Ave NW Washington DC 20036 l

/(Q

(. , Phil IpI Date: January 12, 1984 - -

r .

A. Crane, Jr.

- - _ _ _ _ _ _ _ _ _ _ - _ .