ML17298A704

From kanterella
Jump to navigation Jump to search
Forwards Draft Rev to FSAR Section 3A.10 Re Structural Welding Code Aws D1.1-72
ML17298A704
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 12/14/1983
From: Van Brunt E
ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
To: Knighton G
Office of Nuclear Reactor Regulation
References
ANPP-28438-WFO, NUDOCS 8312160169
Download: ML17298A704 (9)


Text

REGULATOR NFORNATION DISTRIBUTION TEN (RIDS)

ACCESSION NBR+ 8312160169 DOC ~ DATE! 83/12/14 NOTARI'ZEO; YES DOCKET FIlCILgSTN.50 528 Palo Verde Nuclear Station~

Unit ii 'Arizona Publi 05000528

'STN~50~529 Palo Verde Nuclear Station~

Unit 2i Arizona Publi 05000529 STN.50 530 Palo Verde Nuclear Station<

Uni,t 3g Arizona Pub'ji 05000530 AUTHohlANE AUTHOR AFFILIATION VAN BRUNTqK,E Arizona Public Service Cog REC IP NAME.

RECIPIENT AFFILIATION KNIGHTONgG ~

Licensing Branch 3

SUBJECT! Forwards draft rev to FSAR Section-3A ~ 10>>re structural welding code; ANS Di ~ 1~72 ~

DISTRIBUTION CODEo 8001S

.COPIES RECEIVEDjLTR "ENCL SI2E:,

/'ITLEj

'Licensing Submittal!

PSAR/FSAR Amdts L Related Cor respondence NOTES!Stander dized plant ~

'Stander dized pl-ant.

-Standardized plant<

O5OOOS28 05000529 Q5000530 RECIPIENT ID" CODE/NAME~

NRR/OL/ADL NRR L83 I-A INTERNAL% -ELD/HDS3 IE/OEPER/EPB 36'E/DEQA/QAB21 NRR/OE/CEB NRA/OE/EQB 13>>

NRA/OE/MEB 18 NRR/OE/SAB 2Q NRR/OHFS/HFE840 NRA/OHFS/PSRB

-NRR/OSI/AEB 26

.NRR/OSI/CPB 10, NRR/DSI/ICSB 16" NRA/OSI/PSB 19 NRA/OS I/RS8 23>>

RGN5 EXTERNALS ACRS 41 DMS/DSS (AMDTS)

LPDR '5, NSIC 05

>>COPIES I.TTR ENCL>>

0 j

0 1

~

'0 3

i 1

1 2

1 1

1 1

1 1

1i 1

1 1,<

13,>3 6

6 1

1 1

RECIPIENT ID CODE/NAME NRR LB3>> BC L.ICITRAe E ~

01 IE FILE IE/DEPER/IRB 35 NRR/DE/AEAB NRR/DE/EHEB NRR/DE/('8 28 NRR/DE/NTEB 17 NRR/DE/SGEB 25 NRR/DHFS/LQB 32 NRR/DL/SSPB NRR/DSI/ASB NRR~>SI/CSB 09 NRR/DSI/METB 12 NR DSL(~8 22 0$

N/DDANI/NI8 BNL(AMDTS ONLY)

FEMA~REP DIV 39 NRC PDR 02 NTIS COPIES LTTR ENCL 1

0 1

1 1

1 0

1 1

2 2

1 1

1 1

1 0

1 1

1 1

1 0

1 1

1 1

1 1

1

'TOTAL NUMBER OF 'COPIES REQUIRED:

L'TTR 53 ENCL tI6

I

(" >)

~ <<

I<<pg ly

>h, r>g <<.,- r'l P r>>>>

.rr(>

l rA<<

r>,>

f;r> r>

f 7<<>V>

Ilgwu

'lO

<<w m~a ~~~wn

~ <<> > I "1<<

~ >> l> g'>>

Jf) J

">Ti J

f Tg JI'3 j, )

J<-h

>>I,.J>l>>,>> J(>>l r 8 4.l

~ / y h p]'T I,0 g,J c..J I l("J J)v

.J

'(J TW 0

0 1<<d I J I.l9>>

,g"JA<<X )(>O,l >> I j(JAN,J,>X>>>HVJ

.Jai J

'< ~>~lb@,ah'JvX>I s>Q J>>Kg(igllgl"

>l Jh >XgAX'>>>

r-;<> X4l) X>-'r>V'>

>,ill> >X ><<>X>J<<Jerry

>> rt)r<<hp(JXP>>lt 04,>hidt>(JXNN>">>

<<>'>>.',(.'Xa6X>< <<>Vl

>.s f >'-'~%Fir"Qg>~

>vt' i>>r<<JX I(v>JXJ>>>8 9<<JI i

<<! I iW I>"~<<>>>J>>.i'>

i) l C>

J L

f J

I 6 (l>lr>XV,3l uZ H "J ~%~3'< >O~AI 4 J

<<'J.k~h 3>>hr>J>vi i

u L

<<J 3>>'>X R(>Xrl4u'>

OA8X <<>X>>k>V<<

,pl'>>;3 P)4~>;

>H~r'>>r>'r>vtr

<>". >r<<'Xc<<18,>hl>'i>A vb rl 1AM I >i(>>>,'rAv>

(> I 4'<VXI".VXr~">V'1 ul

>l("Bled>.GWX>>

~V<<

cl8'<XI <.'h~ Av",

(>~a>>, <<B<JXVtHul g v>A'4 (VJvf() Pif(JAA)Jv

<<J (lc, V I 3H" >>~-'>.3 )

c IT4

Arizona Public Service Company P.O. SOX 21666

~

PHOENIX. ARIZONA 85036 December 14, 1983 ANPP 28438-WFO/MSN Director of Nuclear Reactor Regulation Attention:

Mr. George Knighton, Chief Licensing Branch No.

3 Division of Licensing U.S. Nuclear Regulatory Commission Washington, D.C.

20555

Subject:

Palo Verde Nuclear Generating Station (PVNGS)

Units 1, 2 and 3

Docket Nos. STN-50-528/529/530 File:

83-056-026'.l.01.10

Reference:

APS letter from E. E.

Van Brunt, Jr. to G.

W. Knighton (NRC), dated ll/16/83

Dear Mr. Knighton:

A telephone conference call was held on November 9,

1983 between APS personnel and E.

A. Licitra and Dave Smith of your staff to discuss an exception taken in FSAR Section 3.8.1.6.6.1 to Structural Welding Code AWS D1.1-72.

Justification had been provided in FSAR Section 3A.10 for the exception taken to AWS D1.1-72, Table 4.2.

It was agreed that additional information would be provided in FSAR Section 3A.10 to allay your concerns.

The referenced letter stated that a draft revision of FSAR Section 3A.10 (Paragraph I.D) would be transmitted for your review by December 16, 1983.

This information is attached for your review.

If you have any questions regarding this matter, please contact me.

a~gggb016 050O05 esggf 4

@pe ADQCW pDR EEVB/MSN/dh Attachment Very truly yours, AU.L E. E.

Van Brunt, Jr.

APS Vice President Nuclear Projects Management ANPP Project Director cc:

E. A. Licitra (w/a)

A.

C.

Gehr (w/a)

QOOIt 1(y

~

~

~

~

1 )

P I

STATE OF ARIZONA ")

) ss.

COUNTY OF MARICOPA)

I, Edwin E.

Van Brunt, Jr.,

represent that I am Vice President, Nuclear Projects of Arizona Public Service

Company, that the foregoing document has been signed by me on behalf of Arizona Public Service Company with full authority to do so, that I have read such document and know its
contents, and that to the best of my knowledge and belief, the statements made therein are true.

Edwin E.

Van Brunt, Jr.

Sworn to before me thfs~/g day of

, 1983.

otary Public,," -,>

My Commission Expires:

MyCommhdon hplres ApN 6, 198?

0

~

A

'l h

V

~

'E

ATTACHMENT I',

,Draft Revision of PSAR Section 3A.10 (Paragraph I.D)

Draft revision to justification provided in FSAR Section 3A.10, Paragraph I.D.

Justification:

The preheat for fillet'elds is based on the weld throat dimension, and the justification is based on the following engineering analysis:

1)

The structural steels used at PVNGS which utilize the fillet weld throat approach to preheating are plain carbon steels (principally A36 and A500) and are essentially nonhardenable.

Preheat is important for plain

carbon, nonhardenable steels to counteract high restraint and shrinkage strains.

The fillet welds at

'PVNGS are not considered to be highly restrained.

Since the shrinkage strain is proportional to the weld throat, it is a rational basis for preheating.

This fillet weld throat approach to preheating is not used for high strength or alloy steels.

High strength and alloy steels used at PVNGS are governed by other codes and specifications.

2)

The principal welding filler metal used for the structural steel is

E7018, which produces a

tough ductile deposit and has minimal preheat requirements due to its low hydrogen characteristic.

The NRC has reviewed and approved a

test report from

PVNGS, qualification of an alternativ'e electrode control program for AWS Dl.l (including the electrode control procedure WFMC-1/Revision 6),

dated March 15,

1978, which reported on the control of E7018 electrodes.

The test coupons used in that program were welded without preheat.

Several coupons were one inch thick circular patch tests which represent the maximum restraint.

As the circular patch test coupons welded without preheat were acceptable, fillet welding without preheat is justifiable.

In addition to these tests, numerous other procedure qualification test coupons have been welded without preheat.

Any of these tests can serve to qualify deviations from the requirements of AWS Dl.l, Table 4.2.

3)

The inspection requirements of AWS Dl.l are supplemented with nonMestructive examinations as appropriate to the design and function of the components.

, gyral S

J