ML19326B251

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Forwards Pages to Instrument Location & Displacement Acceptance Criteria for Use in Evaluation of Facility Structural Integrity Test
ML19326B251
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 10/08/1976
From: Rodgers J
FLORIDA POWER CORP.
To: Stolz J
Office of Nuclear Reactor Regulation
Shared Package
ML19326B243 List:
References
NUDOCS 8003120781
Download: ML19326B251 (6)


Text

_ _ _ _ _ _ _

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ATTACHMENT 1 Q 094&&d*

'%??n.eak?Y A

(J n

Florida

........e. Pow r October 8, 1976 Mr. John Stol:

Branch Chief.

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

~

Subject:

Crys tal R.t ver 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.

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

Please a'dvise if unacceptabl.e, or if you need any further information in this regard.

Very truly yours,

.hj

!,L)

J.

. Rodgers Asst. Vice President JTR/iw Attachments O

l#

8co* 2*

General Office 320: rnirty.rourm sueet soum. p o e0 wo:2. St PetFsecrg. Flonda 33733. af 3456-5:5 ?

u-e~

INSTRLDIENT LOCATION l

\\Q The location of displacement ceasurements are as follows:

Cylinder Wall and Dome Junce. ion Radial Disolacecents LP Cage Loc.

Elevation Azinuth Notes 1, 2, 3 98'-0" 90, 2000, 333 -55' dadial Displacement 4,5,6 108'-0" 90, 200, 333 -55' 0

Radial Displacement 7,8,9 140'-0" 90, 2000, 333 -55' Radial Displacement 10, 11, 12 172'-0" 90, 200, 333 -35' Radial Displace =ent-13, 14, 15 204'-0" 0

90, 200, 333 -35' Radial Displace =ent 16, 17, 18 236'-0" 90, 200, 333 -55' Radial Displacement 19, 20, 21 24 6 ' -O

90, 200, 333 -55' Radial Displacement 22, 23, 24 253'-0" 90, 200*, 333 -53' 0

Radial Displacement 25, 26, 27 267'-0" 0

0 90, 200, 333 -55' Radial Displacement 128 270'-8" O, 129, 130 90, 200, 333 -55' 0

Radial Displacement Ring Cirder Vertical Displace =ent - LP LP Cage Loc.

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

Elevation Location Notes 34 282'-4 1/8" Dome Apex Vertical Displacement 128, 129, 130 49'-3" radius 900, 200, 333 -35' Vertical Displace =ent 164, 165, 166' 28'-8" radius 90, 200, 333 -55'

< Vertical Displacecent Equipment Access Opening Disolace=ent - LP LVDT Cage Loc.

Elevation Notes 35,.37, 38, 39 40, 41, 42

~

132'-0" Radial Displace =ect 35, 37, 38, 39,.

40, 41, 42 132'-0" Vertical Displace =ent.

2 Equipmen-Access Opening Displacement - LP (Cont.)

U'~

LVDT Cage Loc.

Elevation Notes 36 120'-0" Radial Displacement 36 120'-0" Vertical Displacement 43 144'-0" Radial Displacement 43 144'-0" Vertical Displacement 44 147'-3" Radial Displacement 44 147'-3" 1

Vertical Displacement l

43

.151'-6" Radial 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 W

e -.

Displace = ant Accepccace Cri:eria Theoretical Li=it?ng

" Cage Neasure=ent Displace =ent Displace =3cc Toleranca ID (inches)

(inches)

(inches) 1,.2, 3

Radial 0.010

' O.020 0.010 4, 5, tig Radial 0.090 O.115 0.025.

~.

7,8,9 Radial.

. 0.205 0.260' 0.055 a

~.

10, 11, 12

. Radial, 0.200

.~ 0.250 0.050 13, 14, 15 Radial.

0.205 O.260 0.055 16, 17,.,18-Radial

,0.160 0.205' O.045'.

19, 20, 21 Radial 0.060 O.080 O.020

~

'2.2, 23, 24 Radial

-0.025

-0.040 O.015 I.

25,' 26, 27 Radial

-0.055

-0.070 0.015 28, 29, 30 Vercical 0.215 0.275 O.050 34,

Vercical 0.905 1.135 0.230 35 Radial 0.10 O.130

-0.030.

35 Ve:-cical.-

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

36 Vertb. cal 0.10 0.130 0.030~

37 Radial 0.12

.0.155 0.035 37 Vertical 0.10 0.130 0.030 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 s

=

d" p,lglacement Acccpt.... ice Cet ter ta (continued) y

]

Theoretical I.iuiting Caga Measurecent Displace = ant Displac3=ent -

Tolerance ID (inches)

(inches)

(inchasy 40 IW4+ni.

0.11 0.140 0.030 40 Vertical 0.10 0.130.

0.030 41 0.140..

0.030

~

Radial.'

0.11

~, ',, ic.

.. ;-.;:' ' d._

41

.-Vertien1" 0.10 0.130 0.030

' 42 Radial 0.11I 0.140 0.030 42 Vertical.

0.10

~ 0.130 0.030.

~.. : '.

43 Radial 0.090

. 0.120 0.030.

43c Vertical..

0.105 0.135

.. ~,

0.030

?

44 Radial 0.090

~

0.120

- 0.030.

44 Vertical 0.105

'O.135' 0.000

~

\\

y 45 Radial 0.095

.0.125 0.030,

45 Vertical 0.110 0.140 0.030 46 Radial 0.100 -

0.130 ~ ~ ~*

0.030

46 Vertical 0.11 -

0.140 -

0.030 47 Radial 0.103

.- l 0.135

~

0.030 47 Vertical 0.115 0.150

.5.035 ~

. i 48

. Radial 0.110-0.140 0.030 - ~

\\

48' Vertien1 0.120 O.155 0.035 128, 129, 130-Radial 0.015 0.025.

0.010 123, 129, l'10 Vertient 0.365

' O.T60 0.095 164, 165, 166 Vertical 0.900 1.130 0.230 k

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