ML19319D190

Forwards Info to Be Used in Evaluating Facility Structural Integrity Test Results

ML19319D190
Person / Time
Site:	Crystal River
Issue date:	10/08/1976
From:	Rodgers J FLORIDA POWER CORP.
To:	Stolz J Office of Nuclear Reactor Regulation
Shared Package
ML19319D186	List: ML19319D185 ML19319D187 ML19319D188 ML19319D190
References
NUDOCS 8003130779
Download: ML19319D190 (6)

Text

M 3.kSSD di d

ATTACIBIENT 1 3 yh<o o

V do$h(4$@S G

?

()9 iib:9.gQ o;as,sa?./

ooa Florida Power C O n 8 0 s a e ss as October 8, 1976 O

Mr. John Stolz Branch Chief

~

Light Water Reactors Branch I Division of Project Management U.S. Nuclear Regulatory Commission Washington, D.C. 20555

Subject:

Crystal River Unit #3 Docket No. 50-302

Dear Mr. Stolz:

Attached are our Instrument Location, pages 1 and 2, and our Displacement Acceptance Criteria, pages 1 and 2.

These are for your information and use in the evaluation of our Crystal River Unit 3 Structural Integrity Test results.

Inasmuch as you did not specify any particular format for this input, we have chosen this one as representative of our understanding of the staff request.

Also, this i

submittal is being made at least two weeks prior to the conduct of SIT.

1 Please advise if unacceptable, or if you need any further information in this regard.

Very truly yours, pd J.7. Rodgers Asst. Vice President JTR/iw l

Attachments m.

8003 ISO 37 General Office 320: Tnuty rourm streer soum. p o 80 14C42. St Pete sourg. Fon:fa 33733 8t3-.-866-5 51

~

INSTRUEeNT LOCATION The location of displacement measurements are as follows:

Cylinder Wall and Do=a Junction Radial Disolacements LP Gage Loc.

Elevation Azimuth Notes 1, 2, 3 98'-0" 90, 2000, 333 -55' Radial Displacement 4,5,6 108'-0" 90, 200, 333 -55' Radial Displacement 7, 8,. 9 140'-0" 90, 2000, 333 -55' Radial Displacement 10, 11, 12 172'-0" 90, 200, 333 -55' Radial Displacement 0

-13, 14, 15 204'-0" 90, 200, 333 -55' Radial Displacement 0

16, 17, 18 236' 90, 200, 333 -55' Radial Displacement

'19, 20, 21 246'-0" 90, 200, 333 -55' Radial Displacement 22, 23, 24 253'-0" 90, 200, 333 -55' Radial Displacement 25, 26, 27 267'-0" 900, 200,.333 -55' Radial Displacement 128, 129, 130 270'-8" 0

90, 200, 333 -55' Radial Displacement Ring Girder Vertical Displacement - LP LP Gage Loc.

Elevation Azimuth Notes 28, 29, 30 267'-6" 900, 200, 333 -55' vertical Displacement Dome Vertical Displacement - LP LP Gage Loc.

Elevation Location Notes 34 282'-4 1/8" Dome Apex Vertical Displacement 128, 129, 130 49'-3" radius 900, 200, 333 -55' Vertical Displacement 164,'165, 166' 28'-8" radius 90, 200, 333 -55' Vertical Displacement 0

Equipment Access Opening Displacement - LP LVDT Cage Loc.

Elevation Notes 35,.37, 38, 39 40, 41,-42 132'-0" Radial Displace =ent 35, 37, 38,.39, 40, 41, 42 132'-0" Vertical Displacement 2

Equipment Access Opening Displacement - LP (Cont.)

LVDT Cage Loc.

Elevation Notes 36 120'-0" Radial Displacement 36 120'-0" Vertical Displacement 43 144'-0" Aadial Displacement 43 144'-0" Vertical Disp).acement 44 147'-3" Radial Displacement 44 147'-3" Vertical Displacement 45 151'-6" n=d4=1 Displacement 45 151'-6" Vertical Displacement 46 155'-6" Radial Displacement 46 155'-6" Vertical Displacement 47 159'-6" Radial Displacement 47 159'-6" Vertical Displacement 48 163'-6" Radial Displacement 48 163'-6" Vertical Displacement 4

O 9

e -

t D'.splace=ent Acceptance Criteria Theoretical L1=iting Cage Measure =ent Displace =ent Displace =ent Tolerance ID (inches)

(inches)

(irches) 1,2,3 Radial 0.010 0.020 0.010 4,5,6 Radial 0.090 -

0.115 0.025 7,8,9 Radial.

~ 0.205 0.260-0.055 10, 11, 12

-Radial, 0.200

.0.250 0.050 13, 14, 15 Radial 0.205 O.260 0.055 16, -17, 18 Radfal

,0.160 0.205 0.045

~

19, 20, 21 Radial 0.060 0.080 0.020

' 22, 23, 24 Radial

-0.025

-0.040 0.015

~ '.

25, 26, 27 Radial

-0.055

-0.070 0.Q15 28, 29, 30 vertical 0.215 0.275 0.060 34,

Vertical 0.905 1.135 0.230 35 Radial 0.10

~

O.130 0.030.

35 Vertical-0.10 0.130 0.030 36 Radial 0.08 0.105 d.025.-

36 Vertical 0.10 0.130 0.030 37 Radial 0.12

'O.155 0.035 27 Vertical 0.10

-0.130 b.030 38 Radial 0.115 0.150 -

0.035 38 Vertical 0.10 0.130 0.030 39 Radial 0.115 0.150 0.035 39 Vertical 0.10 0.130 0.030 O

n9.

T

-G

~.

p,13.,l a c e'r.u n t Accept:mec cetterts (contint. A Theoretical Limiting Cage Measure =ent Displace eat Displacecent Tolerance ID (inches)

(inches)

(inchesy 40 Itadbel

-0.11 0.140 0.030 40 Vercical 0.10 0.130 0.030 41 Ra' dial.

0.11 0.140 0.030 41 Vertical 0.10 0.130 O.030 41

-Radial 0.11' O.140 0.030 42 Vertical.

0.10 0.130 0.030

• 43 Radial 0.090 0.120 0.030 43 Vertical 0.105 0.135 O.030 44 Radial 0.090 0.120 0.030 44 Vertical 0.105

, 0.135,

0.030 45

. Radial 0.095 0.1'25 0.030

~

45 Vertical 0.110 0.140 O.030 46 Radial 0.100 0.130

. 0.030 46 Vertical 0.11 0.140 0.030 47 Radial 0.105 0.135 0.030 47 Vertical 0.115 0.150

..d.035 48 Radial 0.110 0.140 0.030..

48 Vertical 0.120

, *,0.155 0.035 128, 129, 130 Radial 0.015 0.025.

0.010 123, 129, 110 Ve:-cleal 0.365

' O.u0 0.095 16,4, 165, 166 Vertical 0.900 1.130 0.230 1-a,8 8

9

. p p y... f.

e.,cr,,,a>~. w s.:. -

.y.c s

~.,.... -. - w,.

I.

..,.T JOIN L.fKEGl F.Efl..".' ' '.. '

ATTACHMENT 2 g, f.1.

, ~.

t.D'*43 IW,6 usc mits..

. f.) '

2.',

~

' ~.

' ~,, i l.'

' ~ ~ ~

,,n...

c

'801 ht 252. hccU Ckwel.2mf, Oldo.in.y i

I.

.;.i. i t1%)m-e.97 -

t

f..

Ae:

. 'sep!: ember 23 J 197tn..

i I

~

.e i

p

. :t...

~

~

)

.v, N

~ Dr.,.F/'IO.horend i th;. m.

p.

,y + -

[

0,,-. Gilberti Associn.tes c' Ini: /1.

m--

r '

' g gM,..,.

1.,

4w e:

y#.a.-J

.M-

• G P,; O g B o i l b y 8 'rq w u.

." - 4^ q

• 'q p *** *

,m y

y J' b\\- 9-Read 1ng;r.Fa'.;;,19bOJ.?m.~.;.r::W.'

'?

- - - ~.

e

..c. ;.-..

..s j..,,

e c,

,4,

.@Gyas.

/4.:1 h-?%3thjecMr CRT-Dohe:$tipnir@M:Je+N-'*.w- -

u-

f n

.' 7 i&,a.

.- EVazy. Groutzng -> ~g. p'-

.. ~J.:. -

h-.

f

.~

4 5,+g.. p cc.: -. m.

.e..?., m.,.,n.1 g e.. m..,em. a x,&ci.. m.,.. +.

...;. u,.... u-, :.

.2

- ji o

• .' '.r.~. Dens Dx ~?f;ai emT1tht.C' 'i' ',:* ".3- -!'

p q..i&Ts m1..% r.q -

sufa.;h

. e.

. e w... r.:, a u :. :. 4 9.,.+ v. z,.. =.,,,: u:,... ?.

i.:. a.. v.....,. s.... :.:r. 5 3

- Q-p

..,..,;. :y:.... ; 3g.,,..ap3 74,7 sy,.,paz,;,7,ustgg og. Ac1tm1nn t low ~~ ' *

'Lj 479 sye. :4.,p,w.g57mgyggggwynyg 1,y.sye:CB3 Dotre Ms,been. - *i-

-; " : 4 P

d:' '.*:.~_ :n nosp16.+:e~ success:

• 1:est1mte that. hetween 90~nnd.

*' k &

' 7.%' 7*.'.,'... ' 300't br, the 'crncies are T.132e4 withvery"strone epos:..e-

&.it

..+..., *' b..anded to both '. surfaces or the :crach.,..

M.".

Y

,E vyw r

,,1 n.

. ~..

....s

..x c

ss'.;lhe,. w,,....;..The above.rcon9Mpis besed on ill.by obserwtfon'.'

.? $

u.

-Q.f...i. ;.cf-thebentirecoperation.x.(2) very few. of.quite a.nu:::ber::.

../;;.2,..a i; h A.

p.~. or.:holismetun1Iy. missed or.prestu:nbly utssed (forf:

..j j

4..

m bcir op36gs:show-ing that holds had.becu Frouted} :.

M:

W.i..~1-took"any.grotzt c and d3) a tandotr3cicc!.lon or iact..:s.

.Q F

a-w_.,,i 3

.As

,1 j'.holcs that.b*d.been a,.cated and-redr1Hed acupd rio.

M Qc-e h./ 'd..Frout.whmtever. at.-200 psii.:

e.W.

,2.i., t.'.,.

..y..,,.....;.] f

..... #s,....

.. : kh

..:n

.x.v....., : w.;,

..,~.:,.......

.u : 'r

.. -. '.. ~

?g,.af %.;..e.. Details or symbserations.are.givc:r in. Finist m._.. _,.,.. <

.s-u.-?

{;

y.

&C u,.;i m. Jot.cs on. Epoxy Groutin6 or Crackn /. copies.cf iwhich..i

...,. 4... I W 4.y m

+M

.% JJ.. base becn: cent:.td.you.-by :.W..3ahzi:.htr.u.w;.

,......, u -! ?

]

sip.q...,.' V.vy n..~: H.... x

.... v..

5Lnecrc1y;.,,.. p., :... ;,,._,.,. Q,..l u. n-....

..s.....,.

l s.

.,4:Bii.i 3.~,~-m.&w. Mi.%w g..%:..e..,:;.wv>:?.p.:

f Wi t:.-'

.c

?.

r.

' W. & ' y. : '. ?.'? M yl_

W 4 :., 74 5.' ' -.. -

.G ;

?

.9.*.,

._.,,_g,,.2, s

,.. _... g y M

.JW. p. w.

. a.cj6:9 :n. c. h i...

.. ~

.:.. e.. n.

.+,

.o.,.y.,.3 4.

,.s John c:: w,

7,

9

.w.

...a.-

s

= a

. c.

j r..r e

T

5. ? -

3 b,

, 9 e

f.

.A D"

.fav]O JU p

1}A D

.1 v

._a

._