Text

Rev 1 to Triaxial Response Spectrum Recorder Channel Calibr for D51-R160 (Reactor Bldg Foundation)
	ML20195C860
Person / Time
Site:	05000000
Issue date:	02/14/1986
From:	Andrie B, Helle M; AFFILIATION NOT ASSIGNED
To:	;
Shared Package
ML20195C722	List: ML20195C718; ML20195C739; ML20195C752; ML20195C756; ML20195C760; ML20195C768; ML20195C779; ML20195C852; ML20195C860; ML20195C867; ML20195C873; ML20195C894; ML20210C096; ML20210C105; ML20210T527; ML20210T540; ML20210T548; ML20210T556; ML20210T561; ML20210T567; ML20210T572; ML20210T580; ML20210T587; ML20210T593; ML20210T601; ML20210T607; ML20210T614; ML20210T621; PNO-III-86-009, on 860131,earthquake Felt at Plant.No Significant Damage Reported.Some Site Personnel Evacuated. Site Area Emergency Declared.Supporting Documentation Encl; PNO-III-86-009A, on 860131,earthquake Experienced at Plant. Site Response Activities Accomplished by Implementing Emergency Plan,Although Action Not Required Prior to Licensing.No Significant Damage Noted;
References
	FOIA-86-91 SVI-D51-T0304-A, SVI-D51-T0304-A-R01, SVI-D51-T304-A, SVI-D51-T304-A-R1, NUDOCS 8605300649
	Download: ML20195C860 (88)
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DATA PACKAGE COVER SHEET

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$@ERVISING OPERATOR DAT Apg T}pg Pk kO1 ACTUAL PLANT CONDITIONS 1 7 3 4 5 * (Circle One)

COMMENTS INSTRUCTION COMPLETION FULL PMTIAL h UNACCEPTABLE TECH. WEC. ACCEPTANCE CRITFM1A h N/A E

OTER DATA CRITERIA ACCEPTAALE UNACCEPTASLE N/A MMN TC($) IN EFFECT DUR1 W PERr MANCE:

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,Attochment 1 OM7A:SV I -D51 -T 0 304-A t

Shoot 1 of 1 Page:

157 Rev.:

1 Triavial Response Spectrum Recorder Channel Calibration For D51-R160 (Reactor Buildino Foundation)

Prereouisite Sion-n4f Sheet Initlais v.* 9 4 i

4.0.3.a Information tag on recorder D51-R160 thW t@pVN mounting location (18-574-225)

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4.0.4 Annunciator

SEISMIC ALARM P969 (P680-8A-83) bGNp is off IM M,g %

yi2 4.0.5 Calibration due date is current on all

,j. ;,g test instruments gw 4.0.7 A RWP is in effect covering this instruction

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4.0.8.a Vertical recorder AS LEFT Acceleration

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gpv Sensitivity values obtained and calculations performed on Calculation Data Sheet N'h- [Mgfgb.

4.0.8.b Horizontal (N/S) recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet NM p o\\l b i

4.0.8.c Horizontal (E/W) recorder AS LEFT Acceleration sensi tivi ty values obtained and calculations

\\ gp 0\\g3}w performed on Calculation Data Sheet g

7.

4.0.9 Calculation on Attachment 4 independently ce i

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n Attochment 2 OM7A:SVI-D51-T0304-A Sheet 1 of 26 Page 158 Rev.:

1 Triaxial Response Soectrum Recorder Channel Calibration for D51-R160 (Reactor Buildino Foundation)

Data Sheets Initials Section 5.1.1 3.

Supervising Operator notified of channel inoper-ability and Action Statement 3.3.7.2.a Q96

/2/nlSL El4W Time Date 4.

Canon plugs disconnected from all three recorders lM of recorder D51-R160 (IB-574-225) 5.

Independent verifications canon plugs disconnected 7.

Ver t i cal record plates removed Vertical recorder serial number fo 2 r Vertical record plate serial numbers:

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Record Plate surface that was in use:

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12. Horizontal (WS) record plates removed i

Horizontal (WS) recorder serial number

/OM rec g plate serial numbers ri tal (WS 2.

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15. Independent verification s record plates removed 4 - Denotes Technical Specification requirement

'6 TEMPORARY C NGE Ottechmont 2

(*17A :SVI-DD1-T0304-A Sheet 2 of 2d Page Jg., of.go.

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Section 5.1.1 Initials

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Morizontal (EAI) record plate serial numbers:

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1 Section 5.1.4 Initials I_

Horizontal Acceleration Sensitivity 1

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TiMPORARY CHANGE O.003 Attachsent 2 CN7A :9V!-D51-T030 4 A '

Cheet 20 of 24 Pap X of 4 7 Page:

177 Rev.s 1

TEMPORARYC ANGE 8

Initints Section 5.1.4 Page 37 of 9 I

Norixental Re c or cie r e Level Switch Settinas t

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Qttochment 2 OM7A SV!-DSI-703G4-A

' Shoot 23 of 26 Page:

ISO Rev.:

1 Section 5.1.4 Initials IHoelzental (WS) Recorder Scriber Preloadi 1 STEP i REED 1 AS I

AS I ALLOWASLE I I

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Attaehment 2 OM7A: SV!-D51-T0304-A

Shoot 24 of 26 Page:

181 Rev.:

1 i

1 Section 5.1.5 Initials

2. Recorder D51-R160 reinstalled per installation d4,F drawings 3.

Independent verification: D51-R160 reinstalled

4. Recorder mounting bol ts torqued 550 IN. LBS.

/

5. Independent verifications recorder mounting bol ts g;,.m torqued A,vW'

d. Canc.i plug for circuit 1D51R2X of vertical

. kg.g

)

P recorder reconnected

7. Independent verifications canon plug reconnected

8. Canon plug for circuit 1D51R1X of horizontal (N/S) recorder reconnected b

9. Independent verifications canon plug reconnected

10. Canon plug for circuit 1D51R3X of horizontal (E/W) recorder reconnected

11. Independent verifications canon plug reconnected 13./15. Annunciator SEISMIC ALARM P969 (Pd80-8A-83) illuminates when deflecting the following reeds of the vertical recorder i

I REED i ILLI.NINATES ? I i

1 YES I

NO l

1 1

I

/

I I

N 1

2 I

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$ - Denotes Technicc1 Specification requirement M D28k movek, e9 BLt Q% qak to da UpT s.4 s.* ed A4 W6 0 & d % d e % b A hm nA r.pt

t

'Attochment 2 OM7A SVI-D51-T0304-A Sheet 25 of 26 Page:

182 Rev.:

1 Initia?c Section 5.1.5 19./21. Annunciator SEISMIC ALARM P969 (P680-8A-83) illuminatts when deflecting the following reeds of the horizontal (N/S) recorder:

I REED I ILLUMINATES ? I i

1 YES I

NO I

I I

6%

I 1

1 1

2 i

I I

M0A 1

3 i

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WWe-25./27. Annunc i ator SEISMIC ALARM P969 (Pd80-8A-B3) illuminates when deflecting the following reeds of the horizontal (E/W) recorder:

I REED I ILLUMINATES ? I I

I YES I

NO l

f I

1 1

I I

I i

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2 1

1 3

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1 I

1 4

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30. Annunciator SEISMIC ALARM P969 (P680-8A-93) 1N is reset

31. Supervising Operator notified of channel /h/13ld, Md.$

operabti1ty 1940 Time Date

$ - Denotes Technical Speci ication requirement

r

' Attachment.2 OM7A: SVI-D01-T0304-A Sheet 26 of 26 Page 163 Rev.:

1 SECTION 4.0

. TEST INSTRLMENTS:

d-MPL M CAL. DATE CAL. DUE INT v

DIGISTROBE L70 -6957k

"/5 /rs 5~

r /s/B6

@) hk 81 #"fgt.

0

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/

e

Attochment 3 OM7A: Sv!-D51-T0304-A Page:

IG4 Sheet 1 of 9 Rev.:

1

]

System Rester _ation Checklist i

Title:

Triswial Response Spectrum Recorder Channel Calibration for D51-R160 (Reactor Bu61dino Foundation)

/I Verified by:

hw la

/

lS j

Signature / Initials Date l

l l

l INITIALS I

l l LOCATION I COMPONENT I

REQUIRED I Ist i

2nd i

REMARKS I

I I MPL OR NAME I POSITION I VERIF I VERIF I I

IIB-574-2251VerticalECT/ I Installed /l i

I I

i 1 Recorder of I Cover On 1 3$

I I

ID51-R140 I

IF l

i I

I IHorix. (N/S) i I ns t a.11 ed/l i

I 1

l IRecorder of I Cover On I

b I

i 1

1 ID51-R160 I

I I

I i

i IHoriz. (E/W) i Installed /l i

I I

h l

I i

1 Recorder of I Cover On i

I I

ID51-R140 1

I I

Comments:

d ivL [ b d ke<er e r. 5/4 102.3,L ef,k s s,JeY PLre% 8'L/9

a r.,

E~alwn, R.,,b., -% 1021

, a,L m in.aside"k" thre% 79b v'.nicJ R,, rA %, /o61J 2.7es ;-.- 1),"O flre k; 791 l

, Attachment 4

OM7A: SVI-D51-T0304-A Sheet 1 of 69 Page:

185 Rev.:

1 Triavial Response Soectrum Recorder Channel Calibration for D51-R160 (Reactor Buildino Foundation)

Calculation Data Sheet Section 4.0 8.a.

Vertical recorder sensi tivi ty Allowable Value Formula:

A.V. = +4% of most recent sensitivity measurement.

SQTE: Column A values to be filled in from the most recen tl y compl e ted SVI-D51-T0304-A 1

1 COLUMN A 1

COLUPN B l

t REED 1 PREVIOUS SENSITIVITY l ALLOWABLE VALUE CALCULATION = l I

I (G/IN)

I ALLOWABLE VALUE (c/IN) l l

l 1 Lot (-4% of Column A) = 300 I

3I))

1 I

i 1

1 32b l I

I I Hit (+4% of Column A) =

.474 1 l

l l Lot (-4% of Column A) =

1 2

1

, qjy i

I 9/M i I

I I His (+4% of Column A)

=

.76 3 I i

i 1 Los (-4% of Column A)

=

I 3

1

,795 l

i

,927l I

I I Hit (+4% of Column A) =

/.23 I l

1 i Lot (-4% of Column A) =

f,33 I

I I

4 1

I. 38 1 I

I I Hit (+4% of Column A) =

1 I

I Lot (-4% of Column A) =

/,96 1 2,04 I

I 1

5 1

2.12 I I

I I Hin (+4% of Column A) =

3 t3 I I

l i Los (-4% of Column A) =

3* N I

I l

l 4

1 I

I I Hl

(+4% of Column A) = 3.37 I 4, 94 1 i

1.

I Lot (-4% of Column A) =

$, \\ ~f I

I 1

7 1

l t

i Hit (+4% of Column A) = I.33 I i

1 i Lot (-4% of Column A) = 7,3o I i

e i

7, [, o i

i I

I I Hit (+4% of Column A) = 7. 90 l 6.83 I l

l 1 Los (-4% of Column A) =

$. lS~ l I

I Hit (+4% of Column A) =

l I

I Lot (-4% of Column A) = T.70 I I

I i

10 I

l b)

l 10.fr I I Hit (+4% of Column A) =

I I

I i

I Lot (-4% of Column A) = #6S I 17.9 I

I Hin (+4% of Column A) =

24.31 I

I I Lot (-4% of Column A)

=

2 $~. 3 20 3 '

1 12 1

I I

I Hit (+4% of Column A) =

1 S - Denotes Technical Specification requirement

t t oc hme r, t 4 OM7AtSVI-Dbi-10304-A f

eet 2 of 69 Page:

1E6 Rev.:

1

.cetion 4.0

..b.

Heritontal (N/S) recorder sensitivity Allowable Value Formula A.V. = +4% of most recent sensitivity measurement.

MQ.T.1: Column A values to be filled in from the most recently completed SVI-D51-T0304-A I

I COLWN A 1

COLUPN B 1

l REED i PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = 1 1

I (G/IN)

I ALLOWABLE VALUE (c/IN) l

.366 I I

i 1 Lot (~4% of Column A) =

i 1

1

33/

I i

~

l I

I Hl

(+4% of Column A) =.376 1

,52E I l

I I Los (-4% of Column A) =

qqg i

i I

2 1

.Fl4 l l

i l Hi: (+4% of Column A) =

1 1

I Lot (-4% of Column A) =

83$ l 1

3 1

, gs$

1 1

I I

I Hit (+4% of Column A) =. 9c3 1 1

I I Lot (-4% of Column A) = /.23 1 i

i 1

4 1

j'pg

/.33 I l Hi

(+4% of Column A) =

1 1

i 1

1 Lot (-4X of Column A) =

/, 90 1 1

5 i

j* j$

1 I

2.04 1 I

I I Hit (+4% of Column A) =

1 I

I Lot (-4% of Column A) = 2.9Y l I

4 1

1ll 1

1 I

I I Min (+4% of Column A) = 3.03 I I

I I Lot (-4% of Column A) = 4,56 i 4.75' 7

4. 7V l I

I i Hi: (+4% of Column A) =

l l

l Lot (-4% of Column A) = 7,28 I i

e i

7, sg i

i I

i 1 Mi: (+4% of Column A) = 7, S'8 1 1

1 I Lot (-4% of Column A) =4,o6 i

(,3l l

1 I

9 I

[.54 l I

I I Hi

(+4% of. Column A) =

1 Lot (-4% of' Column A) = (?, /4 I I

i i

10 1

9,$d i

I I

I I Hi

(+4% of Column A) = 9. '/o l

/ 5,8 I I

I l Lot (-4% of Column A) =

~

i 11 I

)[, b I

I I

I I Hi: (+4% of Column A) = 17. 2 I I

I I Lot (-4% of Column A) = 7.,3. 7 I 1

12 1

24,7 I

E E. ~/ l l

l l Hi: (+4% of Column A) =

I 5 - Denotes Technical Specification requirement l

l

/

CP17A : SV I -D 51 -T 0 30 4 -A

Attachment 4 Page:

167 Sheet 3 of 69 Rev.:

I Section 4.0 8.c.

Horizontal (E/W) recorder sensitivity Allowable Value Formula: A.V. =,+ 4% of mos t rec en t sensi t i v i ty me asuremen t.

tigTE: Column A values to be filled in from the most recen tl y compl e ted SVI-D51-T0304-A l_

l COLL 7N A I

COLUPN B 1

i REED I PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = l i

l l

(G/IN) i ALLOWABLE VALUE (o/IN)

~

I Lot (-4% of Column A) =.$5S I I

I i

'370 l

I Hit (+ 4% of Col umn A) =.3%6 I 1

i I

I

=. S/S I 1 Lot (-4% of Column A)

I i

I

'[3G I

.6i71 I

2 I

I Hi: (+4% of Column A)

=

I I

,90Y I I Lot (-4% of Column A)

=

i i

I I

'33}

I 3

1 I Hit (+4% of Column A) =,87C I I

I

/,26 1 i Lot (-4% of Column A)

=

i 1

l'3l

l. 36 I I Hi

(+4% of Column A)

=

I I

/,92 I I Los (-4% of Column A)

=

I I

Hi

(+4% of Column A) = 2.c 8 I I

I

= 3,06 I I Lot (-4% of Column A)

I I

I i

l 4

3

}- l g I Hi: (+4% of Column A) = 3.3 2 I I

I 1 Los (-4X of Column A) = 4/.E I I

i I

6, l 2, I

I 7

1 53E 1 i Hi

(+4% of Column A)

=

I i

I Lot (-4% of Column A) = 7.48 I 1

I i

i g' og i

e i

?,32 I I Hi

(+4% of Col umn A)

=

i I

4,13 I 1 Lot (-4% of Column A)

=

I i

I h*M i

I Hl

(+4% of Column A) = d,6 f l I

f I

I I

1 Los (-4% of Column A) = 9 4/ I i

i i

l

]'$Q i

10 i

I Hi

( + 4% of Col umn A) = /c. Z l I

I

/91 I I Los (-4% of Colur.n A)

=

I i

I

)$, ]

I

/7. 7 I i

11 I

I Hi

(+4% of Column A)

=

I I

I Los (-4% of Column A) = 2 5, 9 I I

I i

l i

12 1

2'~/' Q I Hi

( + 4% of Col umn A) = 2 F,1 i I

I s - Denotes Technical Specification requirement I

e

A t t a c hme r. t 4 Di7A: SV 1 -D51 -T 0 30 4 -A Sheet 4 of 49 Page:

18E Rev.:

1 Initials Section 5.1.2 SQTE: Formula for calculating the Natural Frequency for reeds 1 through 3:

Natural Frequency =

30 oscillations time (sec) khb*

3VS Hz 050.

Natural Frequency for reed 3 30

=

4.4\\ Sec f

r.-rified 51.

Calculation independer

~-,

hf Hz huft 056.

Natural Frequency for - sr3

'30

.=

Q.0 sec

[

57.

Calculation independently verified

).O Hz x0nA 062.

Natural Frequency for reed 3 30

=

15.0 Sec

/*

43.

Calculation independently verified S - Denotes Technical Specification requirement

/

' Attachment 4 OM7A*SV1-DS1-T0304-A Sheet S of 69 Page:

189 Rev.:

1 Section 5.1.2 Initials i STEP i REED 1 T

I F

l Tx F i

AS I

I I

I (SEC) I (Hz) 1 (CYCLES) IFOUND %I

'l

72. I I

I I

I i

1% fa I 139. I 12 I

I I

MS '

I I

1 ER* G I 140. 1 I DbN I M b I

/oD i A a, i

-wa a f

$1 142.at I

78. I i

1 1

I I

lbh 6t i 139. I 11 1

I I

I i

1AFE I

/

I I

I h (G I )M i M.b Y

i 140. 1 I

I I DS I

ik@k (Ha

$1 142.at 1

84. I I

I I

I i

10& de 1 139. I 10 I

I I

I i

1Ake I

I MAh-5 1 140. I I

/I I

b

!b si 142.at I kDI b.\\

l I

i EhA @d I

90. I I

I I

I i

1@ (f4 1 139. I 9

I I

Mec dB I 140. I I

3I bb I

b I c9 N I

ftWe @)

I

$1 142.at I

I

96. I I

I I

L A$r h 1 139. I 8

l 1

I I

I i @

I I

th Mr I

l 140. I 60 i

IA i

use e I b S l i 10,0 i

$1_142.at i 102. I I

I I

WE (4 1 139. I 7

I i

1 I

l t #ft i 140. I 1

1 I

i i

146t M

$1 142.at i 3.N I b.h 1 b

I 9.\\

l EAtt S I 108. 1 I

I I

% 2 11 1 139. I 6

I I

i 1

9 i

&&~

I I

YM I 140. I I 1037 i 6.% i h

i i

mm si 142.ai i

i 114. I I

i 1

1 I

M 6M i 139. I 5

I I

'l LAk l

i I

I IDr- @

i 140. I I

bM 9 6,0s i i d4 i

ae

$1 142.at I

i 120. I i

1 I

I i

1A#k QE/

I 139. I 4

I I

I XMir I

I I

i 16&&

I 140. 1 I 1.53 i 4,06 i 3\\

d.\\

i i

wm si 142.ai i

i 126. I I

i 1

I I

1Ah 6 1 139. 1 3

I I

i 1

1 Li k '

i 140. I I

I I

BA4-A

$1 142.al I

NI3bI I e90 l

WS I 132. I I

I I

LD2 1 139. I 2

I I

I AC 8

i 140. I I

S*O I he l-I hd I

hhA: @

$1 142.at I

I 138. 1 I

I I

WA(U1 i

1 139. I 1

1 I

I I

I Mt4t i 140. I I

I I

M apt-M I

I hb O'

I,h b i

1% th

$1 142.at i

141.

Independent Verification: Calculations correct

/HFI V '

$ - Denotes Technical Specification requirement

%QJq oQ values DOk

=

a

' ~

M r WI-D51 -T 0 30 M Attochment 4 TEMPO W W GE p.g, 390 Sheet 6 of 49 y,

Rev.:

1 Page l _ d d-g Section 5.1.2 L

1 Percentane of Damoino Chart for D51-R160 i

f Reed Estimated % of Critical (Based on Cycles to Zero)

No.

1.7 1.8.

1.9 2.0 2.1 2.2 2.3 2.4 2.5 1

34-36 31-33 28-30 25-27 22-24 2

39-41 36-38 33-35 30-32 27-29 24-26 3

46-49 42-45 38-41 34-37 30-33 26-29 22-25 4*

41-44 37-40 33-36,,,29-32 25-28 21-24

~

p "5

49-52 45-48 41-44 37-40 33-36

~~ '

6 50-53 46-49 42-45 38-41 34-37 30-33 7

62-66 57-61 52-56 47-51 42-46 37-41 8

68-72 63-67 58-62 53-57 48-52 43-47 i

9 73-77 68-72 63-67 58-62 53-57 48-52 10 -

74-78 69-73 64-68 59-63 54 ;;

11.

70-74 65-69 60-64 55-59

.50-54 45-49 l

12 82-86

'77-81 72-76 67-71 6_2-66 57-61 52-56 S - Denotes Technical Specifi' cation requirement J

Attochment 4 OM7A: SU I -D51 -T 0 3 0 4 -c.

Sheet 7 of 69 Page:

191 Rev.:

1 Initials Section 5.1.2 152. Vertical displacement for record plate 1 lkN3

'A DA IN

$153. AS FOUND vertical sensitivity:

3D g/IN IM 1

=

1

=

vertical dispiacement Q3% IN.

154. Cal cul at i on independently verified 157. Vertical displacement for record plate 2 2 003 IN

/dM

$158. AS FOUND vertical sensitivity:

.9S$

g/IN NN

=

1

=

1 vertical dispiacement

),COS IN.

k 159. Cal cul at i on independently verified 142. Vertical displacement f or record plate 3\\.Y IN

$143. AS FOUND vertical sensitivity:

.E g/IN h

1

=

1

=

vertical disp 1acement g,g g IN.

164. Calculation independently verified v

147. Ver t i cal displacement for record, plate 4 N

t 503 IN S168. AS FOUND vertical sensitivity:

lO3 g/IN h

2

=

2

=

vertical disp)acement 1503 IN.

149. Calculation independently verified

/

~l 172. Ver tical displacement for record plate 5 bN IN W

$173. AS FOLND vertical sensitivity:

AOS g/IN M

2

=

2

=

vertical displacement f\\$ IN.

174. Calculation independently verified S - Denotes Technical Specification requirement

t c:hr e.t 4

CP17A : SVI-D*1-T03C4-A

-neet E of 69 Page 192 Rev.:

1

-setion 5.1.2 Initials 177. Vertical displacement for record plat th

. L. M

178. AS FOLND ver t i cal sensitivitys 97 3,%

/dM M

g/IN 2'

=

2. =

vertical displacement QMN.

.N 179. Calcul at ion independently verified

,/

182. Ver t ical displacement for record plate 7 3'j u,W

.M IN 5183. AS FOUND ver t i cal sensitivity:

$.M g/IN M

2

=

2

=

vertical displacement

, % IN.

184. Cal cul a t i on independently verified e

107. Ver t i cal displacement for record plate

g s 188. AS FOUND ver t i cal sensitivity

l. M g/IN b

2

=

2

=

vertical displacement

,$ IN.

199. Calculation independently verified 192. Vertical di spl acement f or record plat 9

s193. AS FOLND ver t ical sensitivity:

(a b g/IN k

2

=

2

=

vertical disp 1acement

.310 IN.

194. Calcul at ion independently verified 197. Ver tical displacement for record plate 10

.M IN M

S198. AS FOUND ver tical sensitivity:

%0 g/gs 2

=

2

=

vertIca) disp 1acement

.$ IN.

199. Calcul ation independently verified

-i t

6 - Denotes Technical Specification requirement I

At t ac hn.e n t 4 OM7A SVI-D51-T0304-A Shoet 9 of 69 Page 193 Rev.:

1 Initials 52ction 5.1.2 202. Vertical displacement f or record plate 11ll4 IN; M4 0203. AS FOUND v e r t i c al sensitivity:

(15 g/IN AM 2

=

2

=

vertical displacement

,llQ IN.

204. Calculation independently verified 207. Vertical displacement for record plate 12 0b IN lh 7

0208. AS FOUND vertical sensitivity:

ML g/IN h

2

=

2

=

vertical displacement

,gQ IN.

209. Calculation independently verified 1

J r

E I

f o

0 - Denotes Technics 1 Specification requirement

OM7A: SVI-D51-T03G4-A Sheet 10 of 69 Page:

194 Rev.:

1 Initials Section 5.1.2 215. Tilt angle for reed ) =

bb Y degrees hN

$216. AS FOUND g level for reed 1 =

[fh4 1 - cosine of t ii t angle = 1-. T N =

f i (-

g Ib 217. Calculation independently verified ha 37-degrees 220. Til t angle for reed 1 =

9221. AS FOUND g level for reed 1 =

1 - cosine of t il t angl e = 1-.D f =

. 26 g 2

(\\'M 222. Calculation independently verified 225. Til t angle f or reed 2 =

N O degrees.

9226. AS FOUND g level for reed 2 =

f 1 - cosine of til t angle = 1-M =

.2O l g (N/

h 227. Calculation independently verified N!

degrees 230. Til t angle f or reed 2 =

9231. AS F0WD g level f or reed 2 =

6 D =. 307 hl 1 - cosine of til t angle = 1-g 232. Calculation independently verified b.9 degrees 235. Til t angle f or reed 3 =

C 9236. AS F0WD g level for reed 3 =

1 - cosine of tilt angle = 1-.810 =

.190 g W

237. Calculation independently verifled O

240. Til t angle f or reed 3 = N.b degrees k

S241. AS F0WD g level for reed 3 =,N=.

1 - cosine of til t angle = 1-g 242. Calculation independently verified N3 degrees 245. Til t angle f or reed 4 =

$246. AS F0WD g level for reed 4 =

Cn.

1 - cosine of til t angle = 1-

.7bh

=

,2k g VM) 9 M-247. Calcul ation independently verified S - Denotes Technical Specification requirement J

o,.

,-.,m

~

.a OM7A: SVI-D51-T0304-A

'Attochment 4 Sheet 11 of 69 Page:

195 Rev.:

1 Initials Section 5.1.2 250. Tilt angle f or reed 4 =

.f degrees (f'-

$251. AS FOUND g level for roed 4 =

1 - cosine of tilt angle = 1-i lt lT g

=

M 252. Calcul ation independently verified 255. Til t angle f or reed 5 = _,k 2, Y degrees

,73P;

,7R h

6256. AS FOUND g level for reed 9 =

g 1 - cosine of til t angle = 4 257. Cal cul at i on 'i ndependen t l y ve r i f iid.

TO b

$3.1 degrees 240. Til t angle f or. reed 5 =

.6 D.

,@ l h,

$261. AS FOUND g level for reed 5,=

3 - cosine of tilt angle = 1'-

.g 262. Calcul ation independently verified JM 245. Til t angl e f or re'ed d =

b.3 degrees t

/,

7bb =

237 g

[b

$266. AS FOUND g level for reed 6 =

2 1 - cosine of tilt angle = 1-267. Cal cul at l'on independently verified M

270. Tilt angle for reed 4 = [3 b degrees s

i C

$271. AS FOLND g level for F4ed 4 =

,5' 3 =

,e7 g

(&#

1 - cosine of til t angle = 1-b 272, Calculation independently verified JM 275. TiI t angle f or reed 7 = M 1 degrees S276. AS FOLND g-l evel for reed 7 =

1 - cosino of til t angl e = 1-all.l M3 g

%b

=

277. Calcul at t en independently verified

}/24,4 280.tTil t angle f or reed 7 = dl.4 degrees for rood 7 w

$281. AS FOUND g level

.3%g

)[h

- cosine of tilt angle = 1-Io M

~

=

1 282. Calcul ation independently verified S - Denotes Technical Specification requirement 1

OM7A SVI-D51-T0304-A Sheet.12 of 69 Page:

196 Rev.:

1 Section 5.1.2 Initials 205. Til t angle for reed 8 = $\\.3 degrees Y.'M O286. AS FOUND g l evel for reed 8 =

YI'M M4 g

1 - cosine of tilt angle = 1-

.6 13

=

(0,di 1.. ' f 287. Calculation independently verified 290. Til t angle f or reed 8 = 4/O degrees 0291. AS FOUND g level for reed 8 =

1 - cosine of tilt angle = 1-.bbb =

. M g Idik 292. Calculation independently verified 295. Til t angle f or reed 9 = b.$

degrees l{@

0296. AS FOUND g level for reed 9 =

1 - cosine of tilt angle = 1-.5% =. 6,

b 297. Calcu1ation independently verified 300. Til t angle f or reed 9 = M5 degrees 1(,$f'

$301. AS FOUND g level for reed 9 =

W4k 1 - cosine of tilt angie = 1-39 650 g

=

302. Calculation independently verified MI degrees M4W 305. Til t angle f or reed 10 =

S306. AS FOLND g level for reed 10 = M

.b g

b 1 - cosine of tilt angle = 1-

=

307. Calculation independently verified 310. Til t angle f or reed 10 = DM degrees M

$311. AS FOUND g level for reed 10 = M 4 Mg b

1 - cosine of tilt angle = 1-

=

312. Calculation independently verified 315. Til t angle f or reed 11 = M.4 degrees M

$316. AS FOL.ND g l evel for reed 11 = M =

l O MT 1 - cosine of t il t angl e = 1-g 317. Cal cul at i on independently verified v

$ - Denotes Technical Specification requirement

OM7A: SV!-D51-T0304-A Sheet 13 of 49 Page:

197 i

Rev.s 1

Seetion 5.1.2 Initials 320. Til t 'angl e f or reed 11 =

SL l degrees A{db

$321. AS FOL.ND g l evel for reed 11 = D

=

bb

_ NNh 1 - cosine of til t angle = 1-g i

322. Calculation independently verifled 325. Til t angle for reed 12 = M.N degrees lb 9324. AS F01.ND g l evel for reed 12 = 68$ = il O NN 1 - cosine of t il t angl e = 1-g 327. Calculation independently verified 330. Til t angle f or reed 12 = M.3 degrees XMk

$331. AS FOLND g level for reed 12 = D

=

//Ah 1 - cosine of til t angle = 1-g 332. Calculation independently verified 4 - Denotes Technical Specification requirement

~

' ' ^ ' "

~

^'

'l

' TEMPORARY CHANGE W. M OM7A: SV ! -D51 -T C 3 C 4 -4.

4 Sheet 14 of 49 Page d d M Page:

196 Rev.:

1 Init ials ection 5.1.2 l\\

AS FOUND Force Valuea For Switch Se t t i nos /t l

l llTEP I REED / LIGHT l UP FORCE I D OL. N F O R C f I l

S.

I 1/ Amber I"-

I

/ I I3 1

I pl I pl 1 33 I

I I

/

I 1 341. I 1/ Red I

aml

/

emi i

2/ Amber i

i

/

I I 335.)(

l 337.

l pl I

gml 1 339. I I

i 1

1 241. !

2/ Red-I emi aml I 335. I

\\'t/ Amber I

I

/

I I 337. I

\\

l pl I gml I

i I 339. I

\\

l I_341. I 3/ Red I

am' emi l 335. I ber I

1 l

I 337. I l--

I pl 1 339. I

\\

l i

I I 241. I 4/Re d \\

l est ami I 335. 1 5/Ambe I

/

8 I

I 337. I I

I -pt pl O

i=='.

'I Y

/

I S41 5/ Red emt aml i

I 335. I ' 6/ Amber i

/

l I

1 337. I s.1 I-pl gml 1

1 339. I I

X 1

1 1 241. I 4/ Red 1 I\\

emi eml 003 1 335. I 7/ Amber I

I I

I 337. I pl gml I 339. I

\\

l I

l 241. I 7/ Red I

\\

est aml 1 335. I S/ Amber / I I

I l 337. 1 I

I_

pl gml l

1 SM. I

/

I

\\l 1

l l 241. I S/ Red I

bl eml I 335. I 9/Arfber I

i I

I 337. I I

I pk

_gml I 339. I

/

I I

i' i

1 341. I WRed I

amt aml I 335. I

@/ Amber 1-1 i

j i 337. I

/

I pl gml 1 339. I/

I i

I 241. II 10/ Red I

amt aml l 335.

11/ Amber I

I

\\

l e

1 337. I I

pl

\\

pl 1 339 I

I I

I I 34 I

11/ Red I

emi eml I3 I

12/ Amber i

i 1

I J7. I I

gal I

I

39. I I

l 341. I 12/ Red I

emi em i

- Denotes Technical Specification eequirement

l DK7Arsv!-D31-T0304 4 kttocament 4 ympan,. g.g Page:

59F Chee1 15 cf 69 4.!D1 i

Rev.I 1

Page Q nt g

~

MQQ ction 5.1.2 Et *fhe f:ormula (ge ctsiculating g level f or down direction i s. typ i ca) d er &mber ar.d red I f ghts of reeds 1 thro 9ph 32 g,gwLe fetre 4+s},x g inwe1 tup 1a $ leve1 dqm.m up force (gm) 9342.a. Ree 1 amber Illhts

/

x_

g=__.-

g level cown 342.b. Independen veri 44C4% ion af calcutatish S342.a. Reed 1 red 1 hts

(

gm x __ _ s g = _ s g level own P

342.5, Independent verifi 15on of cal ufatlon E

S342.a. Reed 2 amber lights gm a

_ _g = - \\.gleveldowh x\\

as~

e 342.b. Independent v'erificatt. of ticulation i

4

$342,s. Reed 2 red 11:, hts

_,,,,,e law I down

=

ex-P 1

342.b. 1ndependent 9 Ification of Calcula 'on s342.a. Reed 3 ambe lightt p

g=

-_.9 levnt d w n 342.b. Inde ndent verification of calcuistion S342.a. Me d 3 red light s i

py

_ g te _

__g Itvel* dOWn

\\

z 34

.b. Independent weelfication of calculation N

_7 I

s - Denotes Technical Specification <reigotrement 4

i

_ ~ - _,...

Attochment d TEM *OM9Y CHANGE M7A: SV I -D 51 -T C 3 0 4 -A Shoot 14 of 49

.g Page:

200 Rev.:

1 Page d of g etion 5.1.2 Initiat 03

.a. Reed 4 amber light:

gm x g=

g level down gm 4

342.b. I ependent verification of calculation 0342.a. Ree 4 red lights x

g=

g level down gm 342.b. Independen verif6Kation of calculat1 0342.a. Reed 5 amber ight px g=

g low down P

342.b. Independent verific lon of Iculation 0342.a. Reed 5 red lights gm x g=

g level down

d 342.b. Independent verifica ion of Iculation og 0342.a. Reed 4 amber ligh gm x g=

g leve down P

342.b. Independent erification of calculatl 0342.a Reed a re lights 1

x g=

g level down

)

342.b. In pendent verification of calculation 0342.a.

ed 7 amber l i gh t s gm x g=

g level down 9

3

.b.

Independent verification of calculation -

0 - Denotes Technical specification requirement

.. ~.. _ _ _ _ - -. _,

TD.'.PORARY CHANGE

~

'g g Cri7 A : SV!-DU1-T0304-A Page:

201 Sheet 17 of 69 h ge M of.4,2 g,y,a 3

InItIa1 Se tion 5.1.2 0342.. Reed 7 red light ya 1=

g level down gm 342.b. In endent verification of calculation 0342.a. Reed amber 1ighta gm x g=

g level down p

342.b. Independent erificati,an of calculatl 0342.a. Reed O red Ilg ti g leve down

=

pu E

342.b. Independent worifica on of c culation

. 'O 0342.a. Reed 9 amber lights pa g=

g level down gA 342.b. Independent verificat on of c culation o03 9342.a. Reed 9 red lights g level own

=

gm a p

342.b. Independent rification of calculatio 9342.a. Reed 10 am e light s

x g=

g level down 4

342.b. Inde ndent verification of caleviation 9342.a. Re d 10 red light k

/

gm a g=

g level down gm 342 Independent verification of caleviation

- Denotes Technical Specification requirement y

y--w

,r-w-yes -

y- - - - - - - - - - -

w--

-e---

+w

TEMPORARY CHANGE 1

OM7A s W3 -D55 -7 030 04 g 903 Sheet 18 of 49 i

Pager 202 Page d of g Rev.s 1

L 4

Ini eals i

se ion 5.1.2 9342.a. Reed la amber lights l

__gm x

-g=

g level dwn P

342.b. Indep+nd t verification of calcuta on S342.a. Reed 11 red Mt

=

evtl Wown gm x gm i

342.b. Independent verifical of calculation

\\

9342.a. Reed 12 amber lig a

/

603 i

g1 el down yn x I

g=

WR

/

i 342.b. Indepen t verlVication of calculat n

O i

S342.a. Ree 2 red lights gm x g=

g level down WR t

.b. Independent verification of calculation

)

i 4

i I

e J

$ - Denotes Technical Specification requirement p

~.... -

s

4ttachment 4 OM74. :SVT-DSI-TC304-A

' Snoot 19 of 49 Fog?:

203 j

Rev.:

1 Se e t i on 5..t.2 Initi41_s 349. Til t angle f or reed I w MO de gr e e s

__ _N!)k

$349. AS LEFT g level f or reed 1 =

Xdh

.Q5 g

1 - cosine of til t angle =

1-MT

=

b 350. Calculation independentIy verified 353. Tilt angl e f or reed I = _

sb degrees

_M

$354. AS LEFT g l eve l f or r e e d 1 <=

1 - cosine of tilt angle = 1-.M

.M 1M

=

g 355. Calcul ation independently verifled 35S. Til t angle for reed 2 = NaD_ degrees XM

$359. AS LEFT g level for reed 2 =

1 - cosine of t ill t angl e = 1-M

=.M YM g

360. Calcul ation independently verified N

343. Til t angle f or reed 2 = S3d degrees

$364. AS L' EFT g level for reed 2 =

1 - cosine of t i l t angl e =

.1-.N

.70 X$

=

g 365. Calculation independently verified 348. Til t angle f or reed 3 = b de gree s M

~

$369. AS LEFT g level for reed 3 =

1 - cosine of til t angle = 1-iD

.M M

g

=

370. Calcul ation independently verified 373. Til t angle f or reed 3 = SD degrees Mk

$374. AS LEFT g level for reed 3 =

. 333 g

}h 1 - cosine of til t angle = 1-307

=

375. Calculation independently verified b4 /.o degrees M

378. Tilt angle for reed 4 =

$379. AS LEFT g level for reed 4 =

1 - cosine of t il t angl e = 1

.M k _ = iM g

M

'90. Cal cul at i on independently verified j

$ - Denotes Technical Specification requirement i

kttachment 4 OM7A: SVI-D51-T0304-A

' Sheet 20 of 69 Page:

204 Rev.:

1 Section 5.1.2 Initials

$5 MN degrees 383. Tilt angle for reed 4 =

$384. AS LEFT g l evel for reed 4 =

,M g

/M 1 - cosine of tilt angle = 1-Mlk

=

385. Calcul ation independently verified 388. Til t angle f or reed 5 =

egrees h44L

n

ast S389. AS LEFT g level for reed 5 =

.Np=M

)fdsk 1 - cot!ne of t il t angl e = 1-g h) 390. Calcul ation independently verified 393. Tilt angle for reed 5 = 6dd degree-NM S394. AS LEFT g level f or reed 5 =

1 - cosine of tilt angle = 1-.blb

=,384

)l@

g k

395. Calculation independently verified NIS degrees Mdh 398. Tilt angle for reed 4 =

$399. AS LEFT g level for reed 4 =

.N

.D$)

/M 1 - cosine of tilt angle = 1-

=

g 400. Calculation independently verified 403. Til t angle f or reed 4 = 6l.~

degrees NM S404. AS LEFT g level for reed 4 =

1 - cosine of til t angle = 1

. D

.380 N

=

g 405. Calcul ation independently verified 408. Tilt angle for reed 7 = M il degrees

$bM S409. AS LEFT g level for reed 7 =

.M g

M 1 - cosine of tilt angle = 1

.ll\\

=

410. Calculation independently verified 413. Til t angle for reed 7 = $.8 degrees M

for reed 7 =

$414. AS LEFT g level 1 - cosine of til t angle = 1 eSbD Nb8 h

=

g 415. Cal cul at i on independently verified S - Denotes Tectinical Specification requirement

Ottochment 4 OM7A t SV ! -D51 -T 0 30 4 -A

.Shoet 21 of 69 Page:

205 Rev.:

1 Section 5.1.2 Initials 418. Tilt angle for reed 8 =

hl degrees M4b S419. AS LEFT g l evel for reed 8 =

1 - cosine of tilt angle = 1-.lr $

=. W.

g

// M 420. Calcul ation independently verified

)[4@

423. Tilt angle for reed 8 =

b$.0 degrees S424. AS LEFT g level for reed 8 =

1 - cosine of tilt angle = 1-

.4d3

.$77 mmh 3

=

g 425. Calcul ation independently verified 428. Tilt angle for reed 9 = $D degrees

/vM

$429. AS LEFT g level for reed 9.=

Ed8 1 - cosine of tilt angle = 1-,%

.Lll$

g

=

430. Calculation independently verified 433. Tilt angle for reed 9 =

[eb.S degrees AM

$434. AS LEFT g level for reed 9 =

1 - cosine of tilt angle = 1-.370

.6% g h

=

435. Calculation independently verified 438. Tilt angle for reed 10 = Sb, b degrees Mb

$439. AS LEFT g level for reed 10 =

1 - cosine of tilt angle = 1-

.833

. lk7 M4%

=

g 440. Calculation independently verified 443. Tilt angle for reed 10 = M degrees M

$444. AS LEFT g level for reed 10 =

.D M

1 - cosine of tilt angle = 1

.747

=

g 445. Calculation independently verified 448. Tilt angle for reed 11 = M3 I degrees M

$449. AS LEFT g level for reed 11 =

1 - cosine of tilt angle = 1-RIl

.070 M

=

e 450. Calculation i;idependently veriflad

$ - Denotes Technical Specification requirement w -

,n

,--.._..,_n---

OK7A: SVI-DSI-T0304-A Attachmont 4 Pages 206 Sheet 22 of 69 Rev.:

1 Initials Section 5.1.2 lidh M5 5 degrees 453. Til t angle f or reed 11 =

1 - cosine of tilt angle = 1-,5%

i Ol llh

$454. AS LEFT g l evel for reed 11 =

=

g 455. Calculation independentlyverI***9a.,-

458. Ti1 t angIe f or eeed 12 = Mn # egrees

))Ab d

M#

S459. AS LEFT g level f or reed 12 =t i l t angl e = 1- _.M

=. 07(o h

g 1 - cosine of 460. Calculation independently verified klh 443. Til t angle f or reed 12 = Z.0 degrees

$464. AS LEFT g level for reed 12 =

l flMk i0S g

.9d\\

=

1 - cosine of til t angle = 1-j 445. Calculation independently verified J

$ - Denotes Technical Spec.fication requirement

.. ~

TDAPORARY CHANGE

M CM7A SV I -DS t -T 0 3 0 4 -c, Sheet 23 of 49 Pagedd g Page:

207 Rev.

1 In l 4

i als ction 5.1.2

/

l\\

AS LEFT Force Values For Switch Settines /1 l ITEP'I REED / LIGHT I UP FORCE I DOLN FORCf 1 I 4 3.

I 1/ Amber

l*-

1

/ I 14 1

I pl

/ pl I 47 I

I I

/

I I 474. I 1/ Red I

aml

/

emi 1 440. )

2/mber i

i

/

8 8 470.

k l

pl I

pl I 472. l\\

l I

/

1 1 474. I \\ 2/ Red I

aml

/

eml I

I I 448. I mber i

I 470. 1 I

tml pl 1 472. I

\\

l b

l[

l I 474. I 3/ Red I

em r eel I 448. I 4/

ber i

i i

I 470. I I

I pl I 472. I

\\

l i

I l 474. I 4/ Red \\

l ami emi 1 448. I 5/mbe I

/

I I

1 470. I I

I pl pl I 472. 1 I

/

I I

' h*

I 474. I 5/ Red I

ami aml 1 448. I 6/ Amber l\\

/

I i

1 470. 1 I\\/

pl pl I 472. I i

Y I

i gy i

l l 474. I 4/ Red I /\\

emt nel l

1 448. I 7/ Amber i/

\\

l i

OOJ t

1 470. I

(

\\

gml pl 1 472. I

\\

l I

i 1 474. I 7/ Red I

\\

eel mal I 448. I S/ Amber / 1

\\

I i

1 470. I I

I

\\ pl pl 1

\\l I

t/Res/

1 472. t I

hmt amt i 474. I l 448. I 9/Mber.

I

\\l i

4 I 470. I

/

I p\\

pl

.1 472. t

/

I i

i*

j l 474. I F/ Red I

emt amt t*

I 448. I

$/Mber 1

8 I

j I 470. l_ I I

pl p l' I 472. If I

i

\\

l I 474. l/ 10/ Red I

amt

\\

est I 448.

11/hbor 1

1

\\

l I 470. I I

pl X

pl l

t 47 I

I I

\\

l I 47 I

it/ Red I

am ',,

\\ egl l

1 4 8. I 12/ M ber I

.1 l

l

0. 1 I

pl i

I 472. I I

I i

474. t '12/ Red I

aml j

s - Denotes Technical hecification requirement L.,---.-.-_.-..-_.-__-___.

f TEfGO. E CesArvGE

M OM7A: SV!-D51-T0304-A gheet 24 of 49 Page:

200 Rev.:

1 ection 5.1.2 Inl lats

. HQTE: The f ormu ka_ f or cal cul at ing g level for down direction is typical for amber and red lights of reeds I through 12 down force (em) x g level up = g level down up force (gm)

$475.a. Re 1 amber lights px h=

g level d n

475.b. Independ t verification of calcu tion S475.a. Reed 1 red ight yn x g=

g evel down i

9" h

475.b. Independent veri

cation calculation

$475.a. Reed 2 amber light s gm x g=

g level down gm 475.b. Independent verif ation f calculation 9475.a. Reed 2 red Ilgh a gm x g=

g ve1 down P

475.b. Independe t verification of calcu tion 9475.a. Reed 3 ber lights yn x g=

g level dow WR 475.b. I dependent verification of calculation

$475.a Reed 3 red lights gm x g=

g level dow1 i

F i

5.b. Independent verification of calculation 4

3

. - eenoie. Technicai g,ecification re4uirement N

l

.m, m_ _ _ _ _. _..... _

~

~~

^

TD.tPORARY CHANGE p,003

.achment 4 Page d of g oM7A : SVI -D51 -T o 30 4-A et 25 of 49 Page 209 Rev.s 3

tion 5.1.2 Initi 1

~

.,.a.

Reed 4 amb6e 1Lght:

gm x g=

g level down F

._ 5.b.

dependent verification of calculation

'b.a.

Ree 4 red light h

g level down x

t

~5.b.

Independe t verification of calcula son 75.a. Reed 5 ambe 11ght:

pu e=

gI el down gm

... -.__..c5.b.

Independent,werif ation of calculation

- -...._... 75.a. Reed 5 red light:

Px

-g =

g level down gm

-5.b.

Independent verifi tion calculation 003

.-5.a. Reed 4 amber Ilg a

px g=

gI el down F

c5.b. Independen verification of calcul tion c5.a. Reed d r d light x

g=

g level down gm j

c5.b. In opendent verification of calculation ij.

c5.a.

eed 7 amber light pa g=

g level down gm

-5.b.

Independent verification of calculation

- Denotes Technical Specification requiremeht

-. - ~ -.,. _. - -

~~,.,-,_,---_.,e...

-~

l TEMPORAW CHANGE 017A s SVI -D51 -T 0 30 4 -A gg Sheet 26 of 69 Page 210 Paged of,g[r.[

Rev.

1 I

als etion 5.1.2

$4

.a. Reed 7 red Ilght:

j gm a

__g=

g level down P

475.b.

dependent verification of calculation j

S475.a. Ree 8 amber light x

g=

g level n

j.

475.b. Independe t verification of cale ation 4475.a. Reed 3 red ght:

pa g=

level down P

i 475.b. Independent verif ation f caleviation

' h 4475.'a. Reed 9 amber Ilght yx g=

g level down 475.b. Independent veel scation cal cul ati on 003 6475.a. Reed 9 red 18 to pa ga g1 el down P

475.b. Independ t verification of calcut tion j

S475.a. Reed I amber lights pa ga g level d l

475.b.

ndependent verification of calculation l

S475.

Reed 10 red 11ghts pa g=_

g level down P

475.b. Independent verification of calculation l

\\

S - Denotes Technical Specification requirement e

i

-,,--w-,w--

TEM FMRY CHA' IGE Ottachment 4

M OM7A: SV!-D51-T0304-A P

e:

211 Page d g g Sheet 27 of 69 nitials 5

tion 5.1.2 e475.. Reed 11 amber light:

.gm a

~g=

g level dow F

I 475.b. Indep dent verification of cale ation

$475.a. Reed 11 e lights gm x g=

g level down

~~

F 475.b. Independent vertft ion of calculation 9475.a. Reed 12. amber 1i t:

px g=

g level down m3 F

475.b. Indepe ont verification of ca ulation O

S475.a. Re 12 re d l i gh t s gm, x g=

g level d gm 5.b. Independent verification of cc.1culation l

l l

.s - Denotes Technical Specification requirement l

l

OM7A s SVI -D51 -T 0 30 4-A 8

Sheet 28 of 49 Page:

212 Rev.

1 Initials Section 5.1.3 tgT,g t Formula for calculating the Natural Frequency for reeds 1 through 3:

Natural Frequency =

30 esci11ations time (sec) bN Hz MY 950.

Nat -al Frequency f or reed 3 3D

=

g.ec 51.

Calculation independently verified d.$

Hz 1

b

$54.

Natural Frequency for reed 2 30

=

Q,0 se c 57.

Cal cul at i on independently verified S42.

Natural Frequency for reed 1 30

= 10D Hz AAl p.e e 43.

Calculation ' independently verified O

I I.

s l

l l

t S - Denotes Technical Specification requirement e

.,w

Attachment c OM7A SV!-D51-T0304-A Sheet 29 of di Page:

213 i

Rev.:

1 Initlets Saction 5.1.3 i STEP l REED i T

I F

i TxF i

AS I

l 1

I (SEC) I (Hz) I (CYCLES) IFOUND XI t

72. I I

I I

XQ4 C l 139. I 12 I

I I

AW I 140. I I

I I

i 1M O i

Ol 142.at i 2.M I.3.b I

lO 1 O\\

I W6 Io l

70. I I

I I

Ah 4 i 139. I 11 1

I I

P I

I I

I MW u I b.b 1cM i bl 1

i 140. I 2.0 i

a e,,

I 01 142.ai I

84. I I

T I

I I

AEh rr I 139. I 10 l

i I

I i

M I

Wh i 140. 1 I

I I

I k'g IO I

I I

MA O

{

01 142.at iM i

i

90. 1 I

I I

I i

1% (4 i

I 139. I 9

I I

I t

1 i

Y I

Wh I o I

i Db/ I (U i N

i 140. I I

I I

AWk @

01 142.at l

96. I 3

I I

i 1

Xhk ti i 139. I 8

l I

I I

AM I

I WW &

I I

I I b.M i 10 ' 5 bO lA i 140. I I

i i

pg 01 142.at I 102. I I

I I

AMi*r O I 139. I 7

I I

I 2

I I

flere fst II bb i 10t b

OO I

pB 1 140. 1 I

01 142.at i 108. I I

I I

"M O

I 139. I 4

1 i

I i

i E

ol lLi lwl6n' m

l p.1 l

Ni I ~114, 1 I

I I

V4 6sr i 139. I 5

1 1

I i

l JAW i

/I I

I I

MMr 9 1 140. I IbbI M' I

I d\\

l B to l

01 142.at I 120. I I

I I

I i

Ah M i 139. 1 4

I l

i I

I fW el 142.at I

I DI b'

i d,0 i

m a es i 140. I I

I I

l I

IWh* M 4

I 126. I I

I I

milhi ed 1 139. I 3

I I

I M

i 140. I 1

1 1

I I

h Gi 41 142.at I !O N I 3II b

I O.\\

l 1MfA 8 i

I 132. I I

I I

I i

hB i 139. I 2

1 1

I I

I IMA 1

l' I

T 1

h 44 i 140. I i

bI 2.50 1 I

I

&6

$1 142.at J

1 138. I i

1 1

I I

hfr i 139. I 1

1 I

I I

i 144 l

I l

ME tr b*g iI 9 03 I

IM I

M.% 64 i 140. I I

el 142.at I

141.

Independent Verifications Calculations correct.

G1

$ - Denotes Technical Specification requirement

)

t 0Aside. %\\ued on W

TEMPORARi CHAh 5E OM7A: SV! -DD 1 -T 0 30 4 -A i

cittochment <3

OS Page:

214 Sheet 30 of 49 R'V 8 1

Page y of g Initists Soction 5.1.3 152. Horizontal displacement f or record plate 1 5M5 IN NAh 0153. AS FOLND hor-I:ontarsensi tivi ty:

.3Y g/IN Yb Df

4Z

=

S-

=

003 her i zon tal displacement g p IN.

154. Calculation independently verified 157. Horizontal displacement for record plate 2 NA S.l6}

IN 0158. AS FOLND horizontal nsitivitys pff

,$0 g/1N NW A* A m '.

.t St.

=

D, horizontal displacement 3 g IN.

159. Calculation independently verified 142. Hor i z on t al displacement for record plate 3 MO%

IN 9143. AS FOLND horizontal sensitivity:

Y g/1N Y

Wg P2

=

A3

=

003 horizontal displacement g30W IN.

1 144. Calculation independently verified 147. Horizontal displacement for record plate 4 bSlh IN 9148. AS FOLND horizontal sensi tivi ty:

\\iY g/IN N

2

=

2

=

horizontal displacement

@45 IN.

h 149. Calculation Independently verified 172. Horizontal displacement f or record plate 5

\\.0\\o

~1N

$173. AS FOUND horizontal sensi tivi ty:

\\ b g/IN 2

=

2 m.

hor izon tal displacement

\\,0w IN.

174. Calculation independently verified S - Denotes Technical Specification requirement e

--,w

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

hment 4 OM7A: SVI-D31-T0004-A 31 of 69 Page:

215 Rev.:

1 ion 5.1.3 Initials Horizontal displacement for record plate 6

.6%

IN Y$u

.. AS FOUND horizontal sensitivity:

3.b g/IN N

2

=

2

=

horizontal displacement

,@ IN.

Calculation independently verified

)

. Horizontal displacement for record plate 7 aisk h\\Q

!N kW

.. AS FOUND horizontal sensitivity:

N g/IN 2

=

2

=

horizontal disp 1acement

,q\\t IN.

.. Calculation independently verified

. Horizontal displacement f or record plate 8

.M IN N

AS FOUND herirontal sensitivity:

W g/IN 14 i

2

=

2

=

horizontal displacement

,% 6 IN.

i. Calculation independently verified

2. Horizontal displacement for record plate 9

.bh IN N

i. -.--- - i 3. AS FOLND hor i zon tal sensi t i v i ty:

(.A N\\

h 2

=

2

,=

g/IN herizontal disp 1acement 3Q, IN.

4.

Calculation independently verified

7. Horizontal displacement for record plate 10 i4%

IN N

~

FS. AS FOLND horizontal sensitivity:

O g/IN

%Y 2

=

2

=

hor i z on tal displacement yy IN.

""-*P.

Cal cul a t i on inde penden tl y ver i f ied

~~"'

Denotes Technical Specification requirement

OM7A SV!-DS1-T0304-A Shoet 32 of 69 Page 216 Rev.:

1 Initials Section 5.1.3 record plateO 202. Horizontal displacement for X

IN T W~

,\\M C203. AS FOUND horizontal sensitivity:

14 3___ g/IN 6b 2

=

2 w

=

horizontal displacement pF IN.-

/

204. Calculation independently we led 207. Horizontal displacement for record plate 12

.09 IN hk O208. AS F0t.ND hor i zon tal sensitivity:

h Mk g/IN 2

=

2

=

horizontal displacement 99 IN.

209. Calculation independently verified I

O - Denotes Technical Specification requirement

4 TL'. FLTAW CHANGE p 00h OM7A: SVI-D51-T0304-A Sheet 33 of 49

'bdM Page:

217 Rev.

1 Section 5.1.3 Initials NW 215. Til t angle f or ryed 1 =

13.4 degrees S214. AS F0WD g level f or reed I =

. D D-

.M \\b XM f

l ame of tilt angle =

=

g 217. Calculation independently verified l

I 220. Til t angle for reed 1 =

IS.3 degrees MAA l

S221. AS F0WD g level (R-reed 1 =

eme of tilt angie =

.33\\

. 33t h

=

g 222. Caleviation independently worified b

225. Tilt angle for reed 2 =

ILI,lo degrees M

er S224. AS F0WD g level for reed h =

2SD =

SMP of til t angle =

iD g M

O_

227. Caicuiation inde,endentir.erified 230. Tilt angle for reed 2 = 2 3 degrees M

M t

i 9231. AS F0WD g level for reed 2 =

KAff of til t angle =

. 3% =.3L g

NM 232. Caleviation Independently worified 235. Ti l t angl e f or reed 3 =

k$S degrees M

S234. AS F0WO g level for reed 3 =

j KMP of tilt angle =

.D'N

.MM h

=

g 237. Calculation independently verified 240. Tilt angle for reed 3 = M degrees M

S241. AS F0WD g level for reed 3 = Ad\\

.4D\\

b I

E/a7 of tilt angle =

=

g j

242. Calculation independently verlfled b

245. Tilt angle for reed 4 = llal degrees S244. AS F0WD g level for reer 4 =

SMP of tilt angle u.

. h37

=, M)

M g

247. Calculation independently verified h-S - Denotes Technical Specification requirement

--v+-,-

.w-,w-----,-mv%----..,,,,,,,,e.

%-.m,,.

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

i.

TEMPORARY CHANGE R00{

CM7A s SV!-051-T0 30 4 A A t t a c hme n t 4 Sheet 34 of 49 Pages 218 Page & of g g

f Initials Section 5.1.3 iib 250. Til t angle f or reed 4 = M N degrees l

9251. AS F0tND g level for reed 4 =.4N

.4 IS g

M464 g/ar of tilt angle =

=

252. Calculation independent 1r verified ll &

255. Til t angle f or reed 5 =

lli b degrees S254. AS FOLND g level far reed 5 =. }0$

,gg g

<4 7

,of tilt angle.

257. Calculation independent 1r verified M

240. Tilt angle for reed 5 = ISl de gree s 9241. AS FOLND g level for reed 5 =.337

=,,D7 g

)f,b

ear of til t angl e =

i l

242. Calculation independent 1r verified m

Ildo bN degrees 245. Tilt angle for reed d =

7dM 9244. AS FOLHO g level for reed 4 =

.I@

=,Y M

g l

sta r of tilt angle.

247. Calculation independent 1r verified M/W I

l(s.O degree.

l 270. Til t angle for reed 4 =

9271. AS FOLND g level for reed 4 =.JN

=

M g MAb-se,c of tait angle =

272. Caicuistion independentir verified 16 275. Tiis angle for reed 7 =

7A degree.

S274. AS FOLND g level for ree'd 7 = il M

=. O 4 g

Mh sese of tilt angle e b

[

277. Calculation independent 1r verified i

/

200. Til t angl e f or ree d 7 = 18.N degeoes a

S201. AS FOLND g level f r reed 7 =,3) L

=. 316

.g A4 W/fP of tilt kngle =

282. Calculation independently verified e - Denotes Technical Specification requirement

~

TEMPORARY CHANGE D'.7A : SV ! -D51 -T C 3 C 4 -A cttochment 4 y

4 Page 219 Sheet 35 of 47 Page Q ar g Rev.s 1

i Section 5.1.3 Initials

'/ $

285. Til t angle f or reed 8 = lh \\

degrees s2ed. AS FDLND g level for reed 8 =

.s wr of tPM angle =

.M M

2[M

=

g 287. Calculation independently verified 290. Tilt angle for reed 8 = D9 degree.

S291. AS FOLND g level for reed 8 = M

.N1 M

s/#f of tilt angle a

=

g 292. Calculation indepe ently verified

.... Tiit..,gie for reed,= 90

degree, na

~

294. AS FOLND g level for reed 9 =

JYMP of tl1% angle =

.&3 ek h

=

g 297. Calculatten independently verifles Ib de grees W

300. Tilt angle for reed 9 =

9301. AS FOLND g level for reed 9 =

M

[

J/w P of tilt angle =

M

=.N h

t g

302. Calculation independently verified 305. Tilt angle for reed 10 m liS degrees N*

S304. AS F0tND g level for reed 10 m 4/dr of tilt angle =

.M =.M g M@

307. Calculation independently verified j

310. Til t angle for reed 10 =

Ilb degrees N

1

+

l S311. AS FotND g level for reed 10

.30b g h

4/w P of tilt angle =

.30) f

=

M 312. Calculatten independentir verified 315. Tilt angle for reed 11 = Il degrees

. IM S314. AS F0tNO g level for reed 11 =

l f/ar of tilt angle =

. I$l

. b, g Ab

=

317. Calculation independently verliled t

I s - Denotes Technical Specification requirement

=-e

., ---rw.-

.r-w,.,w - --,rw

,-w

,w,.w-m.m,

.,,,_r

-.e..w,,,-,-r,._-,-._---e-%%,%----m-,,,,-r--n,.--

.~.

TEf.'FO M CHANGE W. 6 Ottachment 4 OM7A: SVI-D51-T0304 4 1

Sheet 34 of 49 N8ddM Page:

220 Rev.s 1

i Section 5.1.3 Initiats OM degrees

~ Sh

~'

1(

320. Til t angl e f or r,eed 11 =

i 0321. AS FOUND g level for reed it = dis

.315 fab

. Tare of tilt angle.

=

g 322. Caleviation independently verified A

325. Tilt angle for reed 12 = D de gre e s MdW Tc.J 0324. AS FOWD g level (We-reed 12 = D$

=

.lD$

FM ga

.s w r of til t angle =

g 327. Calculation indepe,ndently worified b

330. Tilt angle for reed 12 = h.D degeoes

{

0331. AS F0 W D g level for reed 12 =

'l(oD M

.s ure of tilt anele =

AO r

=

e 332. Calculation independently worified W

4 4

I e

a l

i S - Denotes Technical Specification requirement j

r.-6.-,.-w..-

-.-.,.,w-,_..,,%,,-,._,.,-..w-,--.-_.--..,.--w-._,-,w_,

c.,,,.._.--r--w--w-.,.,-%..----.,,,.---,w.,---r-.--ww.,-

, m wi --

,r.,,

~

y y

,- Qttocheent 0 C

'I Ag W AICV!-051-T0304 4 gheet 37 of 69 Pogot 221 i

%ddM Cev.s 8

/

i Inittais Coction 5.8.3

,L l

3

. viit angie <er reed i e go. ee.

@l 033d.

5 FOLHD g level *for reed 1 =

er of tilt angle e a

g _-

/

l 337. Cal ulation independently worified,

/*

g 340. Tilt gle for reed i e de grees 0341. AS F0 g level for reed I =

.s/a r of tilt angle e s

e g

342. Calculatica ndependently worlflod 345. Tilt angle for reed 3 e dege,,

0344. AS FOLNO g level se reed 2 =

gen e of til angle =

=

347. Calculation Indepen ntly worlfle i) l 350. Tilt angle for reed 3 degrees

'0353. AS, FOLNO g level for ree 2

13 3 sear of tilt angle m a

g l

352. Calculation Independent 1 ve fled 355. Tilt angle for reed 3 o geoe's i

0354. AS FOLND g level for reed 3 m d*/a 7 of tilt nele e a

g 357. Calculation inde ndentir verified 340. Tilt angle for reed 3 = _

destee s l

s 0361. AS FOLND g vel for reed 3 e seap f tilt angle m

=

g 342. Calculat on independentir wortfled l

345. Tilt gle for reed 4 e

_ gege,,e l

i

\\-

0344. AS (ND g level for reed 4 =

S/sr e of tilt angle =

=

g

\\_

347.

alculatten independent 1r worlflod l

l t - Denotes Technical Specificatten requirement p

~

,7

< h / sc.

At tathoent 4 CHA.N3g gr47A:SV!-D51-T0304-A Shoet SW of 49

Q Face:

222 Peceg4fg Enltlais Sectlen 3.1.3

. Tiit angie for reo e = _

de,eese

/

$a

. n... F.= 3 ie.ei for. reed W =

sier of tilt engle =

=_

g 372. Ca ulatlen independently worified 375. Tilt nele for reed S

degrees

/

$374. AS P g level (EF reed 5 =

4/* F of tilt ang,1e =

=

g 3

377. Calculatten Independently worified 4

reed 5 m.

degre s 380. Tilt angle f 9381. AS FOLND g f ewel for reed S =

es/ae of til angle =

=

_g l

382. Calculatlen Indepen ntly verif ed 305. Tilt angle for reed d degrees l

$3g4. AS FOLHD g level fee Poe

=

e g

003 state of tilt angle 387. Calculation Independen y we fled

=

degrees f

l 390. Tilt angle for reed l

9391. AS FOLND g level f reed d =

=

9 i

dyse of til anCle =

393. Calculatlen In pendently vertfled l

l 395. Tilt angle f r reed 7 =

degrees I

9394. AS FOLND level for reed 7 =,

gen e of tilt angle =

g

- _ =

397. Calcul tien Independent 1r verified l

800. Til angle for reed 7 =

degrees 8

9401. A FOLND g level for reed 7 =

er of tilt angte =

=-

g _

\\

40. Calculatten Independent 1r vertfled S - Denotes Technical Specificatten requirement I

i

TW.PM1 C>h.

g Crt7 A s SV! -D*,1 -T C 3 c 4 -A J

c A dg otta:hn**, 4 Page 223 Shoet 37,of d P==.2% er 42 a....

1 jal' int s j i

Cection 3.1.3

\\

/

1

05. Til t angle f or reed S =

Wegrees

/

C40 AS FDWD g l e v e l. ime r e e d g =

p Srer of tilt angle =

_ =

g_

C07. C Iculation Independent 1r verified i

Olg. Til angle for reed 8

deseees 0411. As F0 g level for reed a m 4,-

oftiit.ggie.

412. Calculati ladependently vertfled 415. Til t angle f reed 9 =

degeee 0414. AS F0 WD g leve for reed i =

Ride '

ef tI t angle e a_

q 417. Calculation,Indepe ently veriff d, 42'0. Til t angl e f or reed 9 We grees 0421. AS F0WD g level for roe 9

av g

g Seer of til t angle 422. Calculation Independent w

ified i

=

degeses 2

425. Tilt angle for reed C424. AS F0 WD g level (

reed 10 =

=

g gree of til ' angle =

427. Calculation la pendent 1r worlfled

,, l 430. Tilt angle f e reed le a degree 9431. AS F0WD p level for reed 1e e Xsa of tilt angle a g

432. Calev1 tion Independent 1r verified 435. TI) angle for reed 11 m degeoes

\\

S434.

F0WD g level for reed 11 =

g

\\

g/4P of tilt angle *

~\\'

43. Calculation independently ver tfled i

~

S - Denotes Technical Specification ree.uirement

^

r9 S

,,.s.

,.,y,,.-__,.-..___._y.

-y..

e

-n g \\

o OM7A: SVI -D01 -T C 3 0 4-4.

'{

SS W.WW CHANGE P0 9 8 324 Cat t acNee n t 4 fny Rev.s i

Sheet 40 Of 49 f so i

1 Fage & ctsg 2 f

lettials tien 5.t.3

/i e

t.ngie 4er e.ed u df

.e.ree.

~

A4.

443. A. F.

. ie, ~., reed u.

_=

of tilt angle a

@gr endently verified 442. Calculatten In eees 445. Tilt angle for reed a_

TM S444. AS F0WD g level for reed

=_g g

g/gr of tiltf ngle =

ly worifle 447. Calculat t en indepe.nd,

450. Tilt angte for e d 12 =,

degese evel for reed 12 =

S451. AS F0WD of tilt angle =

\\

_m _

g saw ulati'en Independently Worlfled 452. Ca 4

$ - Denotes Technical Specification re4uirement O

e m

_ - =

l r

TEMPORARY CHANGE OM7A s SV!-D51-T0304 A Sheet 41 of gy Pa p M of g Page:

225 Rev.:

1

~

r Section 5.1.3 Initials

) lib 453. Til t angl e f or rpe_d 1 =

13 1 degrees l

s45p. AS LEFT g level for reed 1 =

b

.M0 g

sine of tilt angle =

.)DO

=

kA 440. Calculation independent 1r worified 443. Til t angle for reed 1 =

bb IIlM degrees

$444. AS LEFT g level foe' reed 1 = M m'.D g NMW sine of tilt angle

t fx 445. Calculation independentir verified ih/

16,0 X/N 448. Til t angle for reed 2 =

degree, S447. AS LEFT g level for reed 2 = M

=. M g MAR f

sine of tilt angle =

h 470'. Calculation independently verified 4

473. Tilt angle for reed a = 33.\\

degree.

rd1A

-fc=l

$474. AS LEFT g level for reed 2 = E

.3 D g ikik sine of tilt angle

g 475. Calculation independent 1r verified h

478. Tilt angle for reed 3 =

16 0 degrees M

S479. AS LEFT g level for reed 3 = 3(a

.R g

M sine of tilt angle =

=

480. Calculation independent 1r verified h

483. Tilt angle for reed 3 = M.b degrees MM

$404. AS LEFT g level f or reed 3 = %

.4l(o b

sine of tilt angle =

=

g

.485. Calculation independent 1r verified 4

.M 488. Til t angle for reed 4 =

IM degrees

9489. AS LEFT g level for reed 4 = M=-

d4h sine of tilt angle =

g b

490. Calculation independent 1r verified

$ - Denotes Technical Specification requirement

... ~. - _ _ _.. _ _

TD,tPORAW CHANGE M7A: SVI-D51-70304-44 g

Sheet 42 of 49 Pages 224 Page g ag g Rev.:

1 n

Section 5.1.3 Initials 473. Til t angl e f or rit.W 4 = M O _ degrees

_. I M

~

$494. AS LEFT e levet for reed 4 =

~

__[b sine of tilt angle =

MCl

= JD]

g 495. Calculation Independently worified 478. Til t angle for reed 5 = I_M Wegrees

/M 9497. AS LEFT g level foe reed $ = M

=.@

M sine of tilt angle =

g 500. Calculat s on indepe,ndantly verifled hf/

503. vilt angie for reed s = J3 5 desete.

ntak levelforeeed5=[4

339

}fLMt 904. AS LEFT 5

~

Sine of tilt angle =

g k!

b 545. Caleviation independently verified 508. Tilt angle for reed s = _lO _ de grees MMA Ted level for reed 4 = m.. m

,~ m

$509. AS LEFT 5 g

si.e of tiit.ngie =

h 510. Calculation ladopendently verified 513. Til t angle for reed 4 = IlO degeses NA 9514. AS LEFT g level far feed d = N

=.M g

[t mine of talt angle =

515. Calculation independently verified 518. Til t angle for reed 7 = 131 d6geses XM j

9519. AS LEFT g level foe retd 7 = M -_ = M g

3!/h sine of tilt angle =

520. Calculation I.ndependsrttir verified 523. Tilt angle foe reed 7

I M _ deprese

}

I e524. Af. LEFT g level for reed 7 =

sine of til t angle =

=N=Ng

}'dN' n

1 525. Calculation Independently verified

)

i 8 - Denotes Technical Spetification requireinent

\\.

j TEMPORARY CHANGg OM7A SV3 -D5 -T t 3; 4.<,,

Attaehment 4.

gg Sheet 43 of 49 Page:

22?

l ne...

i Page f ot Q I M

i nh

~

Gection 5.3.3

__ ' 4 i

52s. Tiit angle 4or rees e a D ( degrees

/.

o 6529. AS LEFT g level. tor reed S e M

.M NN_

q

=

g sine of til t angle =

530. Calculation independently verified M -

degress J

533. Tilt angle for read 8 =

9534. 45 LEFT e level fee reed 8 = $, O

.3]O M

=

g sine'ef t i l t angl e

b 535. Calculatich independeptly verified

538. Til t angle f or reed 9 = 1 %

degress

%($*

f J

S539. AS LEFT e level f ar reed ? =9\\I)=

c) $

1MW I

sine of tilt angle =

g h_

540. Caleviation independently verified MJF ____

k degetes

-()

543. Tilt angle for reed ?

Tg,d S544. AS LEFT g fewel for reed ? *.k=

Ng k_

sine of tilt angle =

033 i

545. Calculation independently verlfled MMr ID D Wegrees 548. Tilt angte for reed 10 =

$549. AS LEFT g level for reed 10 m.,M

= DDb g

Mb@'

eine of tilt angte

kl

$50. Calculation independent 1r ver t fled 553. Tilt angle for reed to = O O degrees Y!A4 4554. AS LEFT g level for reed 10

M = _ M g IM Sine of tilt angle =

k/

555. Calculation -independently verified N

degrees l@A 558. Til t angle foe read 11 =

$559. AS LEFT g levet for reed 11 = D a EO)

$44:r sine of tilt angle =

.l

=

g k<

540. Calculation independently verified

\\

s - Denotes Technical Specification coquirement

-m m

_,-4

-m

-.-u v

TEMPORARY CHANGE OM7AtSV!-051-T0304-A

gg Page:

228 i

ottachment 4 Shee t 44 of 49 Page M of d R'Va8 I

Initials Section 5.1.3 TNe I)ib degrees 543. Til t angle for reed 11 =

0544. AS LEFT g level for reed 11 = M

<D g

UD?

=

sir., of tilt angle =

h3 545, Calculation independently worified

/Ib bM degrees 548. Tilt angle for reed 12 =

0549. AS LEFT g level for. reed 12 = II8

, !b 1h i

g

=

sine of tilt angn =

n w3 (M/

570. Calculation independent 1r verified y,{a 0

degree, 573. Tilt angle for reed 12 =

574. AS LEFT g level f or reed 12 =

N sine of tilt angle =

. l(oO

=. l LO 9

575. Calculation independently verified I

1 S - Denotes Technical Specification requirement w-

~~

f 7gg 3' f TWPORARY ctwe.c CM7A SV!-DS1-T0304 <,

Sheet 45 of df[ D

' kg Page:

329 E.

,Ottachment 0 I

f Rev.

1 Page g og g

..4

1mltlais l

Section 5.1.3

~~

f S. Tilt angle for reed 1 m _

degrees

/

/.d AS LEfT g level for reed 1 m

/

V s57 a

g sine of ti h ngte e

[

M 5s0. C culation independent 1r verified Sf 583. Tilt angle for reed I a _

degrees

$584. AS LE g level for reed 1 =

=

sin of tilt angle m f

585. Calculatio Indepe5 dent 1r werified L

l SSS. Tilt angle f reed 2 m degree 9509. AS LEFT g level for reed 2"=

eine of tilt nele a g

/

590. Calculation Indepen entir verif f d h

593. Tilt angli for reed 2 degrees M

2 9594. AS LEFT g level for ree a

g gs eine of tilt angle m 575. Calculation Independen y we Ifled EPS. Tilt angle for reed

=_

degrees

.5,,.

5 tEFT g ie.'.i d P.ed a

sine of tilt ngle a

=_

_,, g 400. Calculation i ependently verified degrees 403. Tilt angle e reed 3 m _

$404..S LEFT 1evel for reed 3 m a

_g sin of tilt angle =

ation Independent 1r verified 405. Calc 408. Ti angle for reed d = _

degrees

$409.

S LEFT g level for reed f a

_m g

\\ _

sine of tilt angle =

i d O. Calculation independentir verified S - Denotes Technical Specification requirement

, TENA"RARY CHANGC m _ooB Page d ef M OM7A sSt/1-031*T0204 A Pages 330 shee t 44 of 49 7 7C* //)t/

I Rev.s I

A ry.7,e 4oll 3o I M ilali j

Section 5.1.3

/

4

. Til t angle f or reed 4 m degrees S LEFT e f ewel for reed 4

S414.

a g

eine of tilt angle

ulation Independently verified s

415. Ca dig. Tiit agie foe eeed s = _

degrees y

9417. AS LEFT 1evel foe reed S

I g

oine f tilt aigle

L 420. Caleviation independently verified

~ -

segree 423. T!l t angle fo. reed B =

424. AS LEFT g level or reed S

3 sine of t!It gle =

ntly verif_ d

(,),

425. Caleviation indepen d28. TI1t angle fee reed 4

_ degrees ed27. AS LIFT g level foe reed 1

sine of tilt angle m g

a 430. Caltvlat'lon independen y we fled

=

degeers 433. Tilt angle for reed

=_

~

e'ee d d =

S434. AS LEFT g level f

._g sine of til angle

t 435. Calculation I dependently verified 6

degeees 438. Tilt angle oe r eed 'F

_

~

sett. AS LEFT 1evel fee reed 7

si of tilt ang1e a 440. Caic ation independently Wer! fled dege9es 443. T t angle for reed 7

_

$444. AS 1. EFT g level f or reed 7 m g

l sine of tilt anG e

_\\

45. Caleviation independently verified r

i I

e - Denotes Technical Specifliation re'guirement

.c

,cv

.c

~~-

i 1,. g w

4f TT.MPORAR/ CKA.%I W.7 A s S Ji -Z 1 -T 0 3 ; 4 -s, At totMenC 4 Sheet 47 of 47 FI d Ib Page:

231 i

Page g af g Rev.s 1

. g, initlat.

Section 5.1.3

/

i S. Tilt angle for reed 5 =

degrees I

Sitt AS LEFT g level for reed a =

l sine of tillingle =

=_

g

/

l 450. Ca culatlen independently worified 453. Til t nele for reed 8 =

degrees

$454. AS LE level fee reed 8 =

eine f tilt angle =

a g

455. Calculatten indepenlently verified t

450. Til t angle 40 reed 9 =

degee

$457. AS LEFT g level or re e d F =

l sine of tilt gle e

=

g 440. Calculation indepen atly verif d

l 443. Tilt angle fee reed 9 degrees k

$444. AS LEFT g level far reed

=

g g3 sine of tilt angle =

445. Calculation ladependen y we fled 4

448. Tilt angle for reed 0=_

degrees 9449. AS LEFT g fewel f reed 10 =

)

sine of til angle a g

470. Calculation i

.ependently worified 473. Tilt angle er reed 10 m degrees Sd74. AS LEFT 1evel for reed 10 m

=

si of tilt angle =

475. Calc ation Independently verifled

~

i

. 478. Tl t angle for reed 11 e degrees 947F.

5 LEFT g level f or eeed 11 e g

sine of tilt angle

D. Calculation Independent 1r verified S - Denotes Technical Specification requirement

TWPORARY CHL'G.

W 003 CH7AtSVI-D51-T0304 4 Ottachment 4 Page 232 Cheet 48 of of g, g g Rev.s 1

~~

'Tc * #2'10 *-

Intilats fd N

Section 5.1.3

/

deg ees

.. vili angie <or reed ti.

4 EFT g level <or reed 11 m S.04. A

=

e of til t angl e =

ndependently worified 485. Calculatio 12 =

egeses DSS. Tilt angle for P M

i

$det. AS LEFT g level for.r.e sine of tilt angle g

m3 e

t 490. Calculation Inder, ently verif 493. Tilt angle f reed 12 = _

- degee SdF4. AS LE g level for reed 12 =

=

g ne of til t angle =

49. Caltvlation Independently verified

(-)

i S - Denotes Technical Specification requirement 6

-r-

OM7A: SV I -D51 -T 0 30 4 -c.

kttachment 4 Page:

233 Sr.e e t 49 of 49 Rev.:

1 initials Section 5.1.4 tiQT1: Formul a f or calcul ating the Na tural Frequency for reeds 1 through 3:

30 oscillations Natural Frequency

=

time (sec) 1.D Hz MV '

$50.

Natural Frequency for reed 3 30

=

^

q 9 sec h

51.

Cal cul a t i on independently verified b

_ = ) $\\

Hz 30

$56.

Natural Frequency for reed 2 \\\\.Y S'c 57.

Cal cul at i on independently verified 3.03 Hz MAkh

$d2.

Natural Frequency for reed 1 30

=

(AS **c

]

43.

Cal cul at i on independently verified

$ - Denotes Technical Specification requirement

' Attachment 4 OM7A SUI-D51-T0304-A Sheet 50 of 69 Page:

234 Rev.:

1 Section 5.1.4 Initials i STEP i REED l T

I F

i Tx F i

AS I

I I

I (SEC) I (Hz) I (CYCLES) IFOUND XI I

72. I I

I I

l'M D' i 139. I 12 I

I I

RM d5 S I I

I klAF fd I ).k I i-140. I I

l i

I I

M&- 4

$1 142.al 1

78. 1 I

I I

I l

m 60 1 139. I 11 1

I I

IIMa*-

I Z.3 I I

I Y MIPr fr+

I l 140. I I b.O I

I I Di\\

l e fa

$1 142.at l

84. I 1

1 1

12 A; I 139. I 10 I

l

'y i I

I MAW I

I I

I IMA I 140. 1 I k. e kib I

M>r F/

I

'l I

$1 142.al I

l

90. I I

I I

X%A M i 139. I 9

1 1

I I

l LtA4L Q

I

/

I I

I

'lV>r (6 d-Q l Dl I

i 140. I 1

b I

I h&

1 si 142.at i

I

96. 1 I

I i

1 1

k AIA" (4 1 139. I B

i 1

I I

I fM I

Ne* &

i 140. I I

I I

I l.k SI 142.al 1

1 /Oi l O

I i

eg i

i 102. I I

I I

i 1

0 Woc Pt i 139. I 7

I i

i i

1 1%lb I

I I

I N4A fb i 140. I I bbI lN I

I D3 i

mi6 r#

$1 142.at I

i 108. I I

I I

WAlk 6f 1 139. I 6

i I

i l

l N

I I

tilVIV E I 140. 1 I

I I

b i Di\\

N I b I

l IMAS O

$1 142.at i

1 114. I I

I I

MMA M i 139. I 5

I I

I IN I

I

' MP W i 140. I I

I I

bb I 6M i b

I b.3 i

m a, st 142.at I

1 120. 1 I

I I

MM i 139. I 4

1 1

I H4lft-I i

1*Mer @

l 140. I i

1 I

N i D.3 i

m g, I 4.00 i

st 142.al I

i 126. I I

I i

l I

)f ANle dti i 139. I 3

I I

i i

i IM-1 140. I I

i 1

1 I

tehw &

l SI 142.at iNI bbI D'

I l

)V&b l

l 132. I I

I I

I i

1MAk Hf i 139. I 2

I I

I N

I I

WhE &,

l l 140. I I

i 1

el 142.at i Sk i 15 \\

i 9

i D.D i

as i 138. I I

I I

WAMr P l.

l l 139. I 1

1 I

I i

1 Xt%*r-I w W % 6p

\\O I 103 i

M l 3.e l

l 140. I I

I i

i 0

i w t, l

si_142.al I

141. Independent Verification: Calculations correct.

6%

$ - Denotes Technical Specification requirement M-Oakside vd0e.5 on ChaA

J TEt.'.PORARY CHANGE I

OM7A: SV I -DS 1 -T 0 30 4 -A

1q Pages 235 Sheet 51 of 49 Page g of g Rev.8 1

Initials Section 5.1.4 152. Hor i zon tal displacement for record plate 1 b,M S 4\\5 IN 7pf 0153. AS FOWD horizontSI sensitivity:

.r S

=

FA=

, M g/IN Yb ON hor i zon t al displacement 5gg IN.

154. Calculation independently verified 157. Horizontal displacement for record plate 2 N

'4 T%

IN 0158. AS FOWD horizontal s5nsi tivi ty

.s M

,/1N m

as n

et n

=

co3 horizontal displacement e

IN.

159. Calculation independently verified 142. Horizontal displacement for record plate N

1-IN YO g/IN N

Eg 0143. AS F0WD horizontal sensitivity:

=

Ut

=

d 0o3 horizontal displacement } g IN.

A 144. Calculation independently verified 147. Norirontal displacement for record p1 4

9148. AS F0WD herisontal sensi tivi ty:

b

\\d\\

g/IN 2

=

2

=

horizontal displacement Q9 IN.

b 149. Calculation independently verified 172. Horizontal displacement for record plate 5 M

A%

IN S173. AS F0WD hoelzontal sensi tivi ty h

%D\\

g/IN 2

e 2

=

horizontal displacement

,% IN.

174. Cal cul ation independently. er if ied v

s - Denotes Technical specification requirement

CN7A : SV I -D51 -T 0 304 -A

~

Sheet 52 of 69 Page 23d Rev.:

1 Initials Sectio.n 5.1.4 177. Horizontal displacement for record plate 6

.b3\\

IN YiM 0178. AS FOt.ND hor i zontal sensitivity:

feb 1C g/IN 2

=

2

=

herizontal disp 1acement

,h')\\

IN.

179. Calcul ation independently verified 182. Horizontal displacement for record plate 7 N

400 IN 0183. AS FOLND hor izontal sensi tIwI ty:

g/IN 2

=

2

=

horizontal dispiacement

,Lig) IN.

/

184. Cal cul at i on independently verified 187. Hor i zon t al displacement for record pla

$188. AS FOUND her izontal sensi tivi ty:

lilS g/IN 2

=

2

=

herizontal disp 1acement

,%o IN.

/

189. Calculation independently verified 192. Horizontal displacement for record plat

?

I

$193. AS FOLND horizontal sensi tivi ty:

b M g/IN N

2

=

2

=

horizontal displacement

,p IN.

194. Calculation independently verified "I

197. Horizontal displacement for record plate 10 N

.%\\

IN

$199. AS FOLND hor izontal sensi tivi ty:

4M g/IN h

2

=

2

=

horizontal disp 1acement Qo\\

IN.

/

199. Cal cul at i on independently verified

$ - Denotes Technical Specification requirement

OM7A SV!-D51-T0304-A Page:

237 Sheet 53 of 69 Rev.:

1 Initials Section 5.1.4 202. Horizontal displacement f or record plate 11 Y[k

.407 IN S203. AS FOWD horixontal sensitivity:

I D g/IN

$b 2

=

2

=

horizontal displacement

,\\01 IN.

N 204. Calculation independently verified 207. Horizontal displacement for record

,FtOgIN Yh ate 0

S208. AS FOWD horizontal sensitivity:

NNN M.O g/IN 2

=

2

=

horizontal displacement 'gFIN.

+

,0h 209. Calculation independently verified O

l i

i 9 - Denotes Technical Specification requirement

TEMPORARY CHANGE OM7A: SVI-D51-T0304-c.

Sheet 54 of 49 Page g g Page:

238 Rev.:

1 Initials Section 5.1.4 XOh 215. Til t angl e f or reed 1 =

ID b degrees S214. AS FOI.ND g l e v e l

For re e d 1 =

)(M gvere of tilt angle =

.M idlX g

=

b 217. Calculation independently verified MM4 220. Til t angle f or reed 1 =

$.\\

degrees 9221. AS FOUND g level for reed 1 =

5/#P of tilt'e gle =

.3M

.E g

/dAh-

=

b 222. Calculation independently verified A

225. Til t angle f or reed 2 =

lb3 degrees S224. AS FOLND g level for reed 2 =

.){oQ g M

@"P of tilt angle =

.M4

=

227. Calculation Independently verified h

O' 230.. Til t angle f or reed 2 = 2.S degrees X4Abk

~

p S231. AS Fot.ND g level for reed 2 =

405 g sver of tilt angle =

405

=

003 b

232. Calculation independently verified M

lbib degrees 235. Til t angl e f or reed 3 =

S234. AS FDL.ND g level for reed 3 =

M

.D%

g

W of.tllt angle =

Q&o

=

237. Calculation independently verified i@

240. Til t angle f or reed 3 = MO degrees S241. AS FOLND g level for reed 3 =.@

407 M

=

g S/dr of tilt angle =

h 242. Calculation independently verified M

245. Til t angle f or reed 4 =

I5.5 degrees S244. AS F0t.ND g level for reed 4 =

M iM g

1

, s/sre of tilt angle =

=

247. Calculation independently verified S - Denotes Technical Specification requirement I

TEt. rcRAgy CHANGE

~

W.SC}

MWM (N7A SVI-D51-T0304-A Sheet 55 of 49 Page 239 Rev.:

1 Inttials Seetion 5.1.4 Id4 250. Til t angl e f or r.esd 4 = d5.b degrees 9251. AS FOLND g level for reed 4 =

Sar of til t angle =

.43)

.4D M(dh

=

g 252. Calculation independently verified M

255. Til t angle f or reed 5 =

I)'S degrees

$254. AS FOLND g level (o'r reed 5 =.N

.MY XM S w l*

of tilt angle =

=

g b

257. Calculation independently verified M

bO degrees 240. Til t angle f or reed 5 =

S241. AS F0tND g level for reed 5 =

Sear' of til t angle =

9(.

.DC I@

o =

g h) 242. Calculation kdependently verified N

245. Til t angle for reed d = lI

I degrees Ted s244. AS FotND g level for reed 4 =

ce de of tilt angle =

ilD

. ID Idl4 003 1

=

g 247. Calculation independently verified 270. Til t angle for reed 4 = ND degrees

271. AS FOLND g level for reed d =

swr of tilt angle =

.M

M IlAh-

=

g b

272. Calculation independently verified M

I$.I degeoes 275. Til t angle f or reed 7 =

$274. AS FOLND g level for reed 7 =

Der of til t angle =

.M

.M N

=

g h

277. Calculation independently werified Mb 280. Til t arigl e f or reed 7 =

NA degrees S281. AS FOUND g9 evel f or. reed 7 =.@

iM g

Uh

&4r of tilt angle =

=

282. Calculation independently verified S - Denotes Technical Specification requirement

i TEMPORARY CHANGE 4

M Page g,g OM7A: SV!-D51-T0304-A Sheet 56 of 49 i

Page:

240 Rev.s 8

5 Section 5.1,4 Inittais h'*

205. Til t angle for reed 8 =

M.C degrees S284. AS FOLND g level for reed 8 =

.Wa r of tilt angle =

.)4)

, )@

[l@t

=

g 287. Calculation independently verified b

290. Tilt angle for reed 8 = M 'N degrees IOk S291. AS FOLND g level Fee reed 8 =

S/ar of tilt angle =

LI

.M

.D

=

g 292 Calculation independently worified 295. Tilt angle for reed 9 = hl degrees I/M 9294. At FOLND g level foe reed F =

[h S/sr of ti1t anele =

. )3'

=

,'8 h')

g 297. Calculation independently verifled 300. Til t angle for reed 9 = M i]

degrees MM 9301. AS FOLND g level for reed 9 =

T4d sesP of tilt angle =

.35%

.353 MU

=

g 003 g

s 302. Caleviation independently verified W

305. Tilt angle for reed 10 = DS degrees N'

S304. AS FOLND g level for reed 10 =13

,M M

par of tilt angle =

=

g 307. Calculation independently worifled 310. Til t angle for reed 10 m M.S degrees N/M S311. AS FOLND g level for reed 10 m sese of tilt angle =

.307 307 N

=

g 312. Calculation independently verified M

315. Til t angle for reed it =

I) S degrees S314. MS FOLND g level for reed 11 = M

= iM 134

.reer of tilt angle =

g 317. Calculation independently worlfled I

9 - Denotes Technical Specification requirement 4

.~

TEMPORARY CHANGE Ottachment 4 (g

OM7A SVI-DSI-T0304-A P

s 243 Cheet 57 of 49 Initiats Section 5.1.4

/ O-

320. Tilt angle for reed 11 =

_ degrees 9321. AS FOUND g lowek ler reed 11 m ?U1

=_,.1'E g

/M par

. of til t angle =

i 322. Calculation ladependently verified fl44 325. Tilt angle for reed 12 m jl 3 degrees i

M S324. AS F0iND g level for reed 12 = J%

e

, l't L@

we of t il t._angie =

do3 b

327. Calculation Independently verified EM 330. Tilt angle for reed 12 m /0 4 degeoes S331. AS FOIND g level for reed 12 = J81 l31 e

AMh me of telt anete =

=

b 332. Calculation independently worified O

1 c

9 - Denotes Technical Specification requirement o

O

.J m -

guy A ' TEMPORARY CHANGE httacha.ent C Icf 60 gg CM7A: SV! -D S t -T c 30 4-A Sheet 58 of 49 Page:

242 N'UdM Rev.s 1

^

Initials Section 5.1.4 f

35. Til t angle for reed 3 mi _

gege,e, V

933 AS FDL.ND g l e ve1* for re e d I =

.wer of tilt angle =

=

g 4

337. C colation Independentir werified 340. Tilt angle for reed 1 = _

degrees 9341. AS F0 g level for reed 1 =

sva of tilt sagle

g 342. Calculatio Independent 1r worified i

345. Tilt angle f reed 3 =

gegee S346. AS FOLND g leve for reed 2 =

WW of ti t angle e e

g 347. Calculation ladepen entir verif d

350. Tilt angle for reed 3 de grees' j

g 9331. AS FOLND g level for rea

=

@er of tilt angle a

g co3 352. Calculation Independen rw ified a

degrees 355. Til~t ang't e, foe reed S354. AS FOLND g level or reed 3 e

=

g swr of t t angle =

357. Caleviation I dependent 1r verified 340. Til t angle or reed 3 =

de grees 9341. AS F0WD g level for reed 3 =

of tilt angle =

=

,g 342. Cal'c ation ladependently verified 345. Y t angle for reed 4 =

degrees 9344 AS FOLNO g level for reed 4 m

=

&er of tilt angle =

g

_\\ _

I

47. Caleviation Independent 1r verified S - Denotes Technical Specification requirement l

e

--,,a-

TDAPORARY CHAME CM7A:SV!-051 -T 030 44 I

Page:

243 Shoet SF of di Page M of [g 2 Rev.

1 i

~

rc

pn y in t t I al s Seetien 5.1.4

,fuep.._4# # SD

/'

~

0. Til t angle f or reed 4 =

degrees

/

. $}

AS FOLND g le, vel

for ree d 4 =

S371 p

tiit an se =

372. Ca colation independently wortfled

/g' dS 37s. Tilt nele for eeed a =

degree.

937. AS F0 g level for reed 5 =

=

g s/w of t il t-s_ ngl e =

377. Calculation independen,tly weelf f ed 380. Tilt angle fe reed 3 = _

degre 9381. AS FOLND g leve for reed 5 =

=

g mar of til angle =

382. Calculatleh ladepen ntir verif ed 385. Tilt angte for reed d degeees W

..... A. FO.

ie.ei for ee a

g 00,3 g/er of tilt angle j

l Sg7. Calculation Independen y we Ifled I

390. Tilt angle for' reed a

degeees S391. AS FOUND g level or reed 4 *

=

g Osc of t t angle a 392. Calculation I dependently verified 395. Tilt angle or reed F = _

degrees 9394. AS F0tND g level for reed 7 a

=

3 es of tilt angle =

397. Cat t ation Ir. dependently verified 400. T t angle for reed 7 m __

degrees 9401.

S FOUND g level for reed 7 m

&M of tilt angle *

= __ _ g

\\__

=

~

2. Calculation Independently verified S - Denotes Technical Specification requirement

\\

17 g

32 TEMPORARY CHANGE i

4y dttachment4 jo gd (M7A 5V!-051 -T 0 30 4 -A Sheet 40 of di<p.-

P ge:

244 g

initints Cection 8.1.4

05. Til t angle f or reed 8 =

degrees

/

<a F

040 AS FotND g level for reed 8 =

3p/ap of tilt angle =

=

g h

407.

1culation independently worifits 410. TII angle for reed 8 =

degrees I

0411. AS F0 g level fee reed 8 =

.4/*

ef t il t 6Kgl e =

=

g 412. Caleviatio Independently verified 415. Tilt angle f - reed 9 =

degre 0414. AS FOUND g I' eve for reed 9 =

seer of ti angle =

=

g 417. Calculation indepen entir verif d

420. Tilt an'gle for reed 9 degeoes 0421. AS' FOLND g level for roe

=

]

sese of tilt angle g

=

003 422. Calculation Independen r we Ifled 425. Tilt ang'le for reed 0m degrees or reed'10 = \\

0424.' AS FOLND g level g/af of ti t angle a

\\=

g 1

427. Calculation I ependently verified 430. Til t angle or reed 10 m degree e431. AS FOLND g level for reed 10 =

Saar of tilt angle =

=

g 432. Cale ation Independently verified 435. Y t angle for reed 11 =

degrees

$434.

S FOLND g level for reed l'1 =

\\

. Gar of t il t angl e =

g _

\\

=

7. Calculation independently verified S - Denotes Technical specification requirement u.

reed

..s mann c>wa OM7A: SVI-D51-T0304%

At taehment 4 Q

8d Page:

245 gheet 41 of 49 or ego r

Rev.s a

Page d of g s

Initints Section 5.3.4

~~

0. T i l t angl e f or r e e d 11

degrees

p S441.

F0tND g level" Tor reed 11 =

u

_ g

.4 t i i t.e gi e.

~

442. Calculati independently verified 445. Til t angle for 6 12

egrees fh e444. AS FOLND g level for d

=

g 003 gear of tilt eng1 447. Calculation inde dently veri d

450. Tilt angle e reed 12 =

dege s

451. AS F0 g level for reed 12 =

of tilt.ngle =

=

. Calculation independently verified

~

!o S - Denotes Technical Specification requirement

n namn wu ttachment 4 dd OM7ASV2-D51-T0304-a O.seet n o< u gm 1e l t l ai s Section 5.1.4 I'.M 0b degrees 458. Til t angle f or reed 1 =

S45F. AS LEFT g level Tet reed 1 = M Mg UM

=

sine of tilt angle =

/

440. Calculation independent 1r verified luk M

.egree, en. T o t an.ie for,eed 1 =

9444. AS LEFT g level for reed 1 = w

=

3M e XMP oine of to e a w e =

(kA 445. Calculation independently verified Ed est. Tiit angle for reed a =

15.\\

degree.

4447. AS LEFT g level for reed 2 = M

_,M,g XMb sine of tilt angle

J 470. Calculation ladependently verified, X/h 473. Tilt angle for reed 2 = M ~ degrees fd l

9474. AS LEFT g level for reed 2 = 404 = _.404 a h

g sine of tilt angle =

475. Calculation independently verifled Wdk 15.5 degrees 478. Tilt angle for reed 3 =

3 j

S479. AS LEFT g levet for reed 3 = DO

,M g

=

sine of tilt angle =

480. Calculation independently verified XN@

483. Tilt angle for. reed 3 = Ab i

degrees 9484. AS LEFT g level for reed 3 = 400

= _.4CO

_ y(ML-sine of tilt angle.

495. Calculation independently werified v

yjg3 l6,0 g,,,,,,

' 488. Til t angle f or reed 4 9487. AS LEFT g level for reed 4 = E _ =.Mb g Z@k __

sine of til t angl e =

490. Calculation ind,ependently verified S - Denotes Technical specification requirement

.,,...n,

,,n n.

s CM7A s SV1 -D51 -T 0 30 4-<.

Sheet 43 of 49

M Page:

247 R'v+8 1

Page g of Section 5.1.4 Inttials l

493. Til t angle f or reed 4 = M d _ degrees h4'k S494. AS LEFT g level for re6o 4 = M

. D-INb sine of til t angle n

=

g 475. Caleviation independently worlfled 5

498. Til t angle for reed 5 = OO degrees M

S497. AS LEFT g level fut reed 5 = D =

h (W

.ine of t:1 t asgie =

g

~

h 500. Calcul ation independently verified MD5 503. Til t angle for reed 5 = [.7 segrees 504. AS LEFT g level for reed 5'= M

.39 g

IMlm sine of tilt angle =

=

505. Calculation independently.werified "O'S degrees N

508. Tilt angle for reed d =

M 9509. AS LEFT g level for reed d = iM

.$b b

sine of til t angle =

=

g O o c, N

510. Calculation independently verifisd I

513. Tilt angle for reed d = IM degrees M

514. AS LEFT g levet for reed 4 = M =

.303 h

sine of tilt angle =

g 515. Calculation ladependently worified v

518. Til t angle f or reed 7 =

M8 degrees lh 9519. AS BAFT g level for reed 7 = D - =

sine of tilt angle =

.h g N

h/

520. Calculation ladependently vertfled 1

kb degrees Md4%

523. Tilt angle for reed 7

95 4. AS LEFT g level for reed 7 =

,SM

33M Idh sine of til t angle

g A

525. Calculation Independently worified 4 - Denotes Techn'ical Specification esquirement ep-1

,-y e

TEMPOP.ARY CHANGE OM7A: SV!-D51-T0304-A Page 248 Sheet 44 of 49 9p Rev.

2 h *00f &

8 1

initists Section 5.1.4 bM Y '.M degrees 528. Til t angle f or reed 8 =

9529. AS LEFT g level for reed S =

sine of tift ~ angle =

M5 Mb M

=

g

_b 530. Calculation independently verified YM%

533. Tilt angle for reed a = %.O degee,s

$534. AS LEFT g level for reed 3 = 39

.N g

M __ _

sine of tilt angle =

m 535. Calcul ation indepe dently verified t

4%

538. Til t angle f or reed, = ILO degrees l

9537. AS LEFT g level for reed 9 = M 30'$ g

[vM sine of tilt angle =

=

540. Calculation independently verified 543. Til t angle f or reed 9 =

ISS degrees M M\\

p 9544. AS LEFT g level for reed 9 = NU

.D g

1%IA

=

sine of tilt angle =

co3 545. Calculation independently verified MM 548. Tilt angle for reed 10 = I\\M degrees 9549. AS LEFT g level for reed 10 m Mb sine of tilt angle =

301__ =

.M\\

g 550. Calculation independently verified YuVh 553. Til t angle f or reed 10 = lb l degrees S554. AS LEFT g level for reed 10 =3El = DO Itlkh sine of tilt angle =

g A

555. Calculation independently verified 8.7 degrees MMk 558.,Til t angle for reed 11 =

9559. AS LEFT g level for reed 115 7/t l'C h

il$\\

sine of tilt angle =

M g

=

kl 540. Calcul ation Independently verified 9 - Denotes Technical Specification reevirement I

a AW1 -051 -T 0 30 %

Ottachment 4 TEMPORARY CHANGE Page:

249 Sheet 45 of 49 IN Rev.s 1

P*Ee M of Q n

Ini t'l a t s Section 5.1.4 N

0S

.degroes 543. Til t angle f or coed il =

8544. AS LEFT g level "f or reed 11 = M = _,M g

M@

sine of til t angle =

h1 543. Calculation independent 1r verified

b I degrees b*

548. Tilt angle for reed 12

p 9547. AS LEFT g level for reed 32 = \\b

.M

((O _

=

g sine of t'i l t afigi e =

h) 570. Calculation independenity verified V4h V

degrees 573. Tilt angle for reed 12 =

$574. A5 LEFT g level for reed 12 =.ilil

,lO g XNN

=

sine of tilt angle =

k 575. Caleviation independently verified G..

l t

s l

S - Denotes Technical Specification requirement

e At tacinent 4 CM7A: SVI-DU 1 -T C 30 4-e Sheet ed of of dM Pa9es 250 t

I*8 I

Page g ot fg 7 Section S.I.4 lettials

78. Tilt angle for reed i e degrees

/'

O

/

.5

. As Larr,i.ver Tor ree.

sine of tilt angle =

=

_g 580. C Iculation independently weelfled 00 f

583. Til angle for reed 8 m de gre e s 9584. AS LE e level far reed 8

sin of tilt SEDie =

g 585. Calev1sti Independehtly weelfled

~

588. Til t angle f reed 2 m degee s 4509. AS LEFT g level or reed 2

sine of tilt nele a

=

3 590. Calculatten Indepen ntir werl ed 593. Tilt angle for reed 2 degrees S594. AS LEFT g level for reed

=

sine of tilt angle =

g g

595. Calculation ladopende IF we fled a

degrees SFS. Tilt angle for reed l

95ff. AS LEFT g level reed 3 =

sine of til, angle e g

l 400. Calculation I dependently weelfled 403. Til t angle or reed 3 =

degrees s

9604. AS LEFT level fee reed 3 =

si of tilt angle

405. Calc lation independent 1r verified 408. T t angle for reed 4 =

degrees 9409. AS LEFT g level for reed 4 =

sine of tilt angle =

a g

\\

10. ' Calculation I6 dependently weelflod

\\

i e - Denotes Technical specification retvirement f

dM I ~C h

fg TEMPORAR'T CHANGE CM7A: SVI-DS t -TC 30 4 A Shoet 47 ef 49 8 h>

Page:

251 s

Page g ot g Rev.s 1

i i '_

Initiats Se c t i on 5.1.4

~

I g

/

3. Til t angle f or reed 4 =

de gre es

/

4,j/

J 9 41 AS LEFT g level f or re e d 4 =

g a

., ne of t i l t ang, e -

415. C culation Independent 1r verified 418. Tilt n'ngle for reed 5 =

Wegeses 9419. AS LE g f ewel for_ reed 5 =

sine of tilt angte =

g

=

Indepe, den \\1r werified 420. Caleviatio n

423. Til t e.ngle f reed 5 =

efegee s 434. AS LEFT g level or reed 5 =

=

g sine of tilt nele =

425. Calculation indepen ently verif ed d28. Tilt angle for reed d degrees

$429. AS LEFT g level for c'eed fgd

=

g sine of tilt angle =

430. Calculation Independen y we Ifled

=

degrees 433. Tilt angle for reed 9434. AS LEFT g level f reed 4 =

g sine of t.Ilt angte =

435. Calculation 8 epe'ndentir wortfled 438. Tilt angle or reed 7 =

degeoes s

9439. AS LEFT level for reed 7 =

~

=

sin of tilt angle = -

440. Cattu ation Independent 1r verified 443. Ti angle for reed 7 = _

degrees S644.

S LEFT g level for reed 7 =

sine of.Illi t angle =

g

=

\\

44. Caleviation independently verified S - Denotes Technical Specification requirement

~

~,. - -. - -,.. -. _,

k*jyf/

dttocheent C

)

Ot7A SV I -D51 -T 0 30 4 -A Shee t de of 49 35 0 f.QSd.

Pa e s 252 L

g g gg p Rev.s 8

initials Section 5.1.4

~

!c g

yo.Totanieforr.ede-de,rees 044 AS LEFT g level For reed g =

e g

/

sine of tilt angle e W

l.

gg cso. c iculation andependentir verified C53. Til angle for reed 8 m

degrees i

0454. AS LE

g level for Peed 8 =

sin of tilt a %4e a e

g C55. Calculatio Indepe,ndentir verified 450. Til t angle f reed 9 m degree 0457. AS LEFT g level for reed 9 =

sine of tilt nele e g

)

d40. Calculation Indepen ently worlf d

443. Tilt angle for reed 9 degrees 0444. AS LEU g level for reed gj

)

sine of tilt angle =

=

g x3 445. Calculation' Independen y we ified a

degrees i

det. Tilt angle for posis 0449. AS N g level f reed 10 m eine of $114 gle e g

470. Calculation I opendently verified 473. Tilt angle or reed 1g = _

degree s

0474. AS LEFT level for reed 10 m sin of tilt angle a o

475. Cale ation Independently werIfled 478. TI angle for reed 11 = _

de grees N-

.l 0479.

S LEFT g level for reed 11 o s'

sine of tilt ant 1*

9

\\

4 0. Calculation Independently vertfled

}

)

9 - Denotes Technical Specification requirement j

-w

Ottachment 4 D*NM NM M7A FJI-D51-70304-a

Sheet 47 of dF gg Po.e 253 - LAST Page M o( Q Rev.s 3

Section 5.1.4 Initints J/

T

3. Tii t an.ie <or ee, n -

degrees arr, ie.eiTor ee n =

w/

S....

ne of tilt angle =

=

485. Calculati independentir verlflod 488. Tilt angle for e d 32

degrees

$d99. AS LEFT g level fee re sine of tilt angl y

a

=

g i

003 490. Caleviation ind ndentir wori 493. Tilt angt or reed 12 =

dege Sdf. 45 g level for reed th e sine of tilt angle e e

g

. 'Calculat ten independentIr worified 1

i 1

S - Denotes Technical Specification requirement

.

ML20195C860

Contents

Text

4.0.4 Annunciator

Title:

.3 D g ikik sine of tilt angle

_,M,g XMb sine of tilt angle

33M Idh sine of til t angle

Navigation menu

ML20195C860

Text

4.0.4 Annunciator

Title:

.3 D g ikik sine of tilt angle

_,M,g XMb sine of tilt angle

33M Idh sine of til t angle

Navigation menu

Search