Text

Rev 2 to Triaxial Response Spectrum Recorder Channel Calibr for D51-R170 (Reactor Recirculation Piping Support)
	ML20195C894
Person / Time
Site:	05000000
Issue date:	02/18/1986
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-B, SVI-D51-T0304-B-R01, SVI-D51-T304-B, SVI-D51-T304-B-R1, NUDOCS 8605300692
	Download: ML20195C894 (75)
	v • d • e

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-3 INSTRUCTION B0.

DATA PACKAGE COVr.R SHEET SNI-b51-TO304-6

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Attcchmont 1 OM7A:SV!-D51-T0300-B Sheet 1 of 1 Page:

43 Rev.

1 Triawlal Reneense Soectrum Recorder Channe1 Calibeation For D51-R170 (Reactor Recirculation Pioino Suenort)

Prerecuisite Sion-Off M Initials h

4.0.3.a Information tag on recorder D51-R170 Mb U rfW mounting location (DW-630-238) p I M b ghd 4.0.4 Calibration due date is current on all p

test instruments 4.0.6 A RWP is in effect covering this instruction t

4.0.7.a Vertical recorder AS LEFT Acceleration I

Sensitivity values obtained and calculations performed on Calculation Data Sheet

,f.

M 4

4.0.7.b Horizontal (N/S) recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet.

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4.0.7.c Horizontal (E/W) recorder AS LEFT Acceleration l

Sensitivity values obtained and calculations performed on Calculation, Data Sheet ht%b d'.

4.0.8 Calculation on Attachment 4 independently h

g,ht verified dhN Performed by:

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Ottcchm:nt 2 OM7AsSVI-D51-T0304-B Sheet 1 of 16 Page:

64 Rev.

1 Triaxial Resoonse Snectrum Recorder Channe1 Calibeation for t'51 -R 170 (Reactor Buildine Found4ition)

Data Sheets Section 5.1.1 initials 2.

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

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s Time Date 4.

Vertical record plates removed Vertical recorder ser6al number IW5 Vertical record plate serial numbers:

1.

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900 9.

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5.

Record Plate surface that was in use:

AlhiDi[l Cl[I Di[I NO 7.

Independent verifications record plates removed 9.

Horizontal (N/S) record plates removed Horizontal (N/S) recorder serial number lM Horizontal (N/S) record plate serial numbers:

1.

310 7.

ElO 2.

f>lO 8.

Rio 3.

'Blo 9.

E10 4.

Sto 10.

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s ottochaeat 2 TDAPOftARY CHANGE Shoet 31 of 14 OM7A : SV!-D51-70304-e gg Page 74 Rev.s 8
j MdW.d Settlen s.t.4 Inittais l
Merirontal Recorder Natural Frecuemey i
I STEP I REED I AS.
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TD4N CM7A: W1-D51 -T0 30 4-3 Sheet 22 of I' Ed PaSes 7s
/
Rev.s 1
4 Section 5.1.4 Initints l
Moeirontal Recorder Damoino l
I STEP i ftEED i A S. -- 1 AS I ALLOWABLE I l
1 i FOLND I LEFT I
VALUE I
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I i
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Attachmant 2 QM7A 9VI-D51-T0304-B Sheet 13 of 16 Page:
74 Rev.s i
Section 5.1.4 Initints I
Horizontal Acceleration Sensitivity 1
I STEP 1 REED 1 AS I
AS I ALLOWABLE I 1*
I I FOL.ND I LEFT I VALUE e I
i
.348 VINI 1*362 362 I
st 1,..
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.. oe n.t e.1e c ha,,,e c l...a t ;.n,e,.1,e.e n t
-w.
Attechment 2 OM7A:SVI-dst-T0304-B Sheet 14 of 16 Page 77 Rev.:
1 Section 5.1.4 In i t i al s IHorizontal (E/W) Recorder Scriber Preloadl l STEP 1 REED I AS I
AS I ALLOWABLE I 1
I FOUND I LEFT I VALUE I
g, i
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Qttechment 2 OM7A s SVI -D51 -T0 30 4-9 Sheet 15 of 14 Page 78 Rev.:
1 Saction 5.1.5 Ini t i al s
2. Recorder 051-R170 reinstalled per installation drawings 3'.
Independent verification: D51-R170 reinstalled
)
4. Recorder mounting bolts torqued to 550 IN. LBS.
5.
Independent verifications recorder mounting bolts khb torqued
15. Supervising Operator notified of channel operabli1ty ILID
/ 7llY b Iddkk Time Date O - Denotes Technical Specification requirement
Attcchment 2 OM7A:SVI-D51-T0304-B Sheet 16 of 16 Page:
79 Rev.:
1 SECTICH 4.0 TEST INSTRUMENTS:
MPL #
CAL. DATE CAL. DUE INT
/>1:
DIG! STROBE 00-%5%
is.5-VA 5 6.%
M555.f'.
f,ak STOPWATCH L70-(hW l h 7 - Il-L
[%R
. I' h' DIAL CALIPER L'70-bl0A S-AS M D-54
)A l.
i
,g -14l TORQUE WRENCH llc-kOh Ii-i 5" M 2-1R-N.
/{dh j t.W.l>
7X MAGN!FIER CO-Y@M MlA A., I A NdN hi,,
20X MICROSCOPE ll-b4 S1 A., / d Al/A
)lhi
'. f.)I l
40X MICROSCOPE LW /WSW A;)$
Aj) A g/fh g [llI@p[y g
3/e6d fed %
850 sce A COMnENTS g\\S t't,eEc) brk/ Ibhr 7N WOE f kr i uY 06&orN/
GYL N5 W Performed by:
/N N/
$h M
A k-Y Ef [f viG
/
E!/ ff b Independent Verifier:
1,
/
h ?lihb Ekl1 $l
/
4 9ll3l86 hyggg Signature / Initials Date S - Denotes Technical Specification requirement
Attochment 3 OM7A: BVI-D51-T0304-B Shoet 1 of 1 Page:
80 Rev.:
1 System Restoration Checklist
Title:
Triawial Reseonse Secetrum Recorder Channel Calibration for D51-R170 (Reactor Recirculation Pioino SuoDort)
Verified by:
e O
/
r dkM 1[/l/h Ai /
f
/
Signature / Initials Date i
I I
I INITIALS I
I I LOCATI ON l COMPONENT I
REQUIRED 1 1st i
2nd i
REMARKS I
l l MPL OR NAME I POSITION I UERIF l UERIF I I
IDW-630-2381 Vertical /
I Installed /l l
I I
(d@.
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I 1
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I ID51-R170 1
I I
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l I
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ff i
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I gg 1
ID51-R170 I
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I I
gg 1 qb i
IRecorder of I Cover On i
i I
I ID51-R170 I
I I
I I
Comments:
0-
Attochment 4 OM7A: SVI-D51-T0304-B Sheet 1 of 19 Page 81 Rev.:
1 Triaxial Reseense Snectrum Recorder Channe1 Ca l i br a t i on f or-D51-R170 (Reactor Recirculation Pinino Suecort)
Calculation Dsta Sheet Sec' tion 4.0 7.a.
Vertical recorder sensitivity Al l owabl e Value Formul a:
A.V. = +4% of most recent sensitivity measurement.
E: Column A values to be filled in from the most recently completed SVI-D51-T0304-B l
1 COLUMN A I
COLUMN B l
1 REED 1 PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = l l
l (G/IN) 1 ALLOWABLE VALUE (c/IN) al i
I I Lot (-4% of Column A) = A g h\\L,Y
.h Y.
l l
I Hi: (+4% of Column A) =.
W, %,
I l
l Lot (-4% of Column A) =
l I
.h3 i Hi: (+4% of Column A) =*
5M l
l 1 Lot (-4X of Column A) =.15 lo b
.l )
i Hit (+4% of Column A) =.i>\\b l l
l l
l 1 Lot (-4% of Col umn A) = (,p I
l 4
I l
I l
I k.M I Hi
(+4% of Column A) = 1.M i
l l
l Lot (-4% of Column A) = 1,$$ I l
l I.
I Hi: (+4% of Column A) = h.Ok I
l l Lot (-4% of Column A) =p,Q l I
6 I
I I
I I
3.b I Hi: (+4% of Column A) = 3 Ib i j
i i
I Lot (-4% of Column A) = 4,QS I f
I I
Neb Hi
(+4% of Column A) = 5.0b i I
l 1 Lot (-4% of Col umn A) =],LM i I
8 i
I I
la 1 Hi: (+4% of Column A) =kbI I
I I
I I Los C-4% of Column A) = j,"]$ 1 h eb i Hi: (+4% of Column A) =bNI l
I l
l l Lot (-4% of Column A) = p3 I
l S*
Hi: (+4% of Column A) = kib l
I I Lot (-4% of Column A) = ( 6.* \\
l b1 1 Hi: (+4% of Column A) = bb I
l I
l l
l Lot (-4% of Column A) = p.\\
l h3,0 l Hi: (+4% of Column A) =
I S - Denotes Technical Specification requirement I
(
httachment 0 OM7AsSVI-051-T0304-B Sheet 2 Of 19 Pogos 82 Rev.:
1 Section 4.0 7.b.
Horizontal (WS) recorder sensitivity Allowable Value Formula A.V. = +4% of most recent sensitivity measurement.
t@TE: Column A values to be filled in from the most recently completed SVI-D51-T0304-B l
I COLUMN A 1
COLUMN B
'l I REED 1 PREVIOUS SENSITIVITY l ALLOWABLE VALUE CALCULATION = l l
I (G/IN) 1 ALLOWABLE VALUE (c/IN) i l
l 1 Lot (-4% of Column A) = y1
.M i 1
I Hi: (+4% of Column A) =
l l
I Lot (-4% of Column A) = gg l
.bSk\\
Hi: (+4% of Column A) =.b I
I I
I Lot (-4% of Column A) =, pt.( l ihb i Hi: (+4% of Column A) =.30 l i
I l
l l Lot (-4% of Column A) = j,A i
l 4
I I
I
\\ iM i Hi: (+4% of Column A) =l'M i
I l
l l
I Lot (-4% of Column A) = g,CQ l
I 5
l I
I l
l
).CO I Hi: (+4% of Column A) = ) 02) i g,% I I
i l Lot (-4% of Column A) =
i d
1 I
I
).b 3b I I Hi: (+4% of Column A) =
I I
I I
I Los (-4% of Column A)
Lli5% '
=
k.
SiD I i Hi: (+4% of Column A) =
I I
($$ l g
i I Los (-4% of Column A) =
l l
l. N Hi: (+4% of Column A) l.b I
=
I i
1 Los (-4% of Column A) " 5.M '
[.h l Hi: (+4% of Column A) = bin l
I l
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l l
k.)b I Hi: (+4% of Column A) =S.O I l
i i
1 Lot (
'.% 0' Column A) = S.)
I l
lbak i Hi: (+4% of Column A) = 0.b g
l 1
l Lot (-4% of Column A) =}\\,%
1 g
i 3).1 Hi: (+4% of Column A) = D ib i
S - Denotes Technical Specification requirement
attochment 4 OM7A SVI-D31-T0304-B Sheet 3 of 19 Page:
83 Rev.:
1 Section 4.0 7.c.
Horirontal (E/W) recorder sensi tiul ty All owabl e Value Formula: A.V. = +4% of most recent sensitiuity measurement.
N_QT.1: Column A ualues to be filled in f. rom the most recently completed SVI-D51-T0304-B l
I COLUMN A I
COLUMN 9 i
i REED I PREVIOUS SENSITIVITY I ALLOWAELE VALUE CALCULATION = l l
I (G/IN)
I ALLOWABLE VALUE (c/IN) l
%#6 I
I I
I Lot (-4% of Column A)
=
I I
I Hi: (+4% of Column A) =.M b I I
I I Lo: (-4% of Column A) =,5pv i l2 l
.so
lHi,
.sca l
(.4x o, Celemn A) =
l l
l Lo: (-4% of Column A) = yI
,b
,%0 i I Hi: (+4% of Column A) l l
=
l l
1 Lot (-4% of Column A) = g,b i
Hi: (+4% of Column A) = l. h l
l l
1 Lot (-4% of Column A) =[AQ l
l t
I Hi: (+4% of Column A) = ).0L i l
1 i Los (-4% of Column A) = }C(\\
l 3.03 l Hit
(+4% of coiumn A> = 3.15 i
l l
1 Lot (-4% of Column A) = 4.57 I S.bb ke i Hi: (+4% of Column A) =
I l
l
~}.\\ \\
l I
I I Lot (-4% of Column A)
=
).b Hi: (+4% of Column A) = l.l\\ l l
l I
i I Lot (-4% of Column A) =5Ab' l
l 8
I Hit (+4% of Column A) = b.M i i
l I Lot (-4% of Column A) = $l}p I
l
= R.5% l Hi: (+4% of Column A) l l
1 Lot (-4% of Column A) = }53 l
l"l l5A IHit
= ib.5 I
(+4x of Coiumn A>
l l
I Lot (-4% of Column A) =34 I
)c).
Hi: (+4% of Column A) =oM i Denotes Technical Specification requirement S
Attcchment 4 OM7A SV!-DD1-T0304-B Sheet 4 of 19 Page:
84 Rev.s 1
SECTION 5.1.2 tiQTE: Formul a f or calcul at ing the' Natural Frequency for reeds 1 through 3:
Natural Frequency 30 esci11ations
=
time (sec) 3*lb Hz s50.
Natural Frequency for reed 3 30
=
'/.49 5'C f/
51.
Cal cu l a t i on independently verified Jr.
2 NI Hz bi-
$56.
Natural Frequency for reed 2 30
=
it.6 see J"2 57.
Cal cul a t i on independently ve ified
./
l' Hz I/~
S62.
Natural Frequency for reed 1 30
=
15 1 sec 43.
Cal cu l a t i on independently verified O.
$ - Denotes Technical Specification requirement
Ottochment 4 mpoggARY CHANGE 27A : WI-DD 1 -T0 30 4-3 Sheet 5 of 19 Page:
85 8M Rev.s I
^
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I WP l TxF As i
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iz.oroi i i40. i i
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$1 142.at i
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Independent Verifications Calculations correct MX S - Denotes Technical Specification requirement
~
i
Qttachment 4 CM7A: SV!-D51-70304-9 Sheet 4 of 19 Page:
86 Rev.
1 Section 5.1.2 Percentame of Damoine Chart for D51-R170 Reed Estimated % of Critical Damping (Based on Cycles) 1.7%
1.8%
1.9%
2.0%
2.1%
2.2%
2.3%
2.4%
2.5%
1 N/A N/A 34-36 31-33 28-30 25-37 22-24 19-21 N/A 2
N/A 42-44 39-41 36-38 33-35 30-32 27-29 24-26 N/A 3
N/A 46-49 42-45 38-41 34-37 30-33 26-29 22-25 N/A 4
45-48 41-44 37-40 33-36 29-32 25-28 21-24 N/A N/A 5
N/A N/A 49-52 45-48 41-44 37-40 33-36 29-32 N/A 6
N/A 54-57 50-53 46-49 42-45 38-41 34-37 30-33 N/A 7
N/A N/A N/A 62-66 57-61 52-56 47-51 42-46 37-41 8
68-72 63-67 58-62 53-57 48-52 43-47 N/A N/A N/A 9
N/A N/A N/A 73-77 68-72 63-67 58-62 53-57 48-52 10 79-83 74-78 69-73 64-68 59-63 54-58 N/A N/A N/A 11 N/A N/A '
N/A 70-74 65-69 60-64 55-59 50-54 45-49 12 87-91 82-86 77-81 72-76 67-71 62-66 57-61 52-56 N/A
!(
..e 9 - Denotes Technical 4pecification requirement
Attochment 4 OM7A SVI-D01-T0304-B Sheet 7 of 19 Page 87 Rev.:
1 Section 5.1.2 Initials 152. Vertical displacement for record plate 1
3. t 3')
IN 9153. AS FOUND vertical sensitivity
(-
319
,fIs
($
1
=
1
=
vertical disp 1acement
3. l.Y; I N.
154. Calculation independently verified
[
157. Vertical displacement for record plate I. W IN
$158. AS FOUND vertical sensitivity:
, f 17 g/IN 1
=
1
=
# 3 'f ! N.
vertical displacement l
159. Calculation independently verified 162. Vertical displacement for record plate 3
/.232-IN e
S163. AS FOUND vertical sensitivity:
780 g/IN 1
=
1
=
vertical disp 1acoment 1.232.I N.
~
If 164. Calculation independently verified 167. Ver tical displacement for record plate 4 I. b7l IN
$168. AS F0t.ND ver t i cal sensitivitys (M
l. Z.O g/IN
(
2
=
2
=
vertical displacement l,67/ IN.
149. Calculation independently verified 172. Vertical displacement for record plate 5 l.042 IN l
S173. AS FOUND vertical sensitivity:
/. N g/IN 2
=
2
=
vertical disp 1acement f,oy2IN.
I 174. Calculation independently verified i
l
- Denotes Technical Specification requirement l
l l
Ottcchment 4 OM7A SVI-D51-T0304-B Sheet 8 of 19 Page 88 Rev.s 1
Sectlem 5.1.2 Ini t i al s 177. V+r t i c al displacement f or record plate d
.b7T IN
$178. AS FOUND ver t i cal sensitivity:
2.ib g/IN
/
2
=
2
=
ver t i cal displacement
. b'/ f 1 N.
179. Calculation independently verified 1I 182. Ver t i cal displacement for record plate 7
.4/'I IN
$183. AS FOUND ver t i cal sensitivity:
Y32 g/IN f
2
=
2
=
ver t i cal displacement
,ilf!N.
)f 184. Calculation independently verified 187. Ver t i cal displ acement f or record pl ate 8 fs
,266 IN (FjD
$188. AS FOUND vertical sensitivity:
7 52-g/IN 2
=
2
=
vertical displacement
,266 IN.
189. Calculation independently verified 2
192. Vertical displacemen t f or record pl ate 9 r.
.335 IN (63 m
$193. AS FOUND ver t i cal sensitivity:
A 5.11 gerN M
2
=
2
=
vertical displacement
,$38 IN.
194. Calculation independently verified
/d 197. Vertical di sp l acemen t f or record pl ate 10 gs
.I24 IN Wi v
$198. AS FOUND ver t i cal sensitivity:
3.
g/IN 2
=
2
=
vertical displacement
. 22 4 IN.
199. Calculation independently verified
/d S - Denotes Technical Specification requirement
4 Ottcchment 4
-OM7A: SV1-DS1-T0304-B Sheet 9 of 19 Page 89 Rev.:
1 Section 5.1.2 In i t i al s 202. Vertical displacement for record pl ate 11
,/30 IN
. fe
$203. AS FOUND vertical sensitivity:
/@
15, 4 ofrN 2
=
2 vertical displacement 00 IN.
)
204. Calculation independently verified
. CD -
207. Vertical displacement fo-record plate 12
,0%
IN ON
$208. AS FOUND vertical sensitivity:
's3
,)
2
=
2
=
g/IN vertical displacement
-WC IN.
~i,
209. Calculation i ndependen t l y verified S - Denotes Technical Specification requirement
8 t
Attechment 4 OM7A 9JI-dst-T0304-B Sheet 10 of 19 Page 90 Rev.:
1 SECTION 5.1.3 tiQIE: Formula f or calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency 30 oscillations
=
time (sec) 3.
Hz
'/
950.
Natural Frequency for reed 3 30
=
9.2fsec 51.
Cal cu l at i on independently verified 2 b Hz yT
$56.
Natural Frequency for reed 2 30
=
el $) stC
~,
l'l 57.
Calculation i nde penden t l y verified e.-
2 03 z
//7 S62.
Natural Frequency for reed 1 30
=
H v
14,so sec
)/
63.
Calculation independently verified f-S - Denotes Technical Specification requirement
TEM M CHANQg llN7A: 9VI-D51-T0304-8 m.et n.4 if 7
,a
g; p
%.!t.*.e.
.ecti.n....
1 m Iata I STEP i REED I T
I
% fB i TaF i
A8 i
l I
I (SEC) f (H2) l (CYCLES) t FOLND MI 4
72. 1 i
'r I
i I
(5!! /4 003 l l';: l
l M j 2 % l 74 lI z.oS!
SI 142.at i C *N I
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MW l 139. I li 1 3 { ll 20.3 8
/ '/
8 lZ l (E* />
13 I 140. I I
b(
l loI h Vr el 142.at t
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I l
R VB I
84. I i
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1 I
i 44 #
1 139. I 10 i LJ 1
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I 140. I I
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90. 1 I
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I i 140. i i $.gc g1 2.5 '
'73 i 2.0 f '
e i
i oi my OI 142.al I
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I
94. I i
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1 h //
l 6.e/ l us ll
(, y ll.p,;I li*::l 91 142.at t
I I
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SI 142.at i
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I i 100. I I
i 1
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l'*;:l l6.47l W !
/Jo
! 2.24 !
PJ 01 142.at I
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1 1
1 I
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l !*;: l l L2e l W !
3'
! 2. 4t; M
01 142.at i
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I 120. I 1
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! z.; 7.!
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66 //
I 126. I I
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l !*;: !
l Lo.63 l 3,zy l 34 l
z~.a!
Ol 142.at i
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I 132. I I
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12,lb I 7-Q l bf 1 139. I 2
1 I
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Independent Ver i f ication s Calculations correct W
S - Denotes Technical Specification requirement
OM7A SVI-D51-T0304-8 Sheet 12 of 17 Page:
72
~
Rev.
1 Section 5.1.3 Initials 152. Horizontal displacement for record plate 1 5.373 IN md 0153. AS FOLND hori zon tal sensitivity:
,372 2
=
2
=
g/IN horizontal displacement 5 373 IN.
154. Calculation independently verified
'm 157. Horizontal displacement for record plate 2 4.G]
0158. AS FOLND her i zon tal sensitivity' 2
=
2 herizontal disp 1acement 3.6 % It 157. Calculation independently verified 142. Horizontal displacement for record plate.
E 2.332.
1, 0143. AS FOLND hor i zon tal sensitivity:
.% 58 g/IN 2
=
2
=
horizontal displacement 2.332 IN.
164. Calculation independently verified 147. Horizontal di spl acemen t f or record pl ate 4 I.6 Yl IN
$148. AS FOLND hor i zon tal sensitivity:
I,30 g/IN 2
=
2
=
horizontal displacement I.54 l IN.
"8 147. Calculation independently verified 172. Horizontal displacement for record plate 5 l.QIT IN S173. AS FOLND hor i zon tal sensitivity:
A
/,9 7,/IN h
2
=
2
=
horizontal displacement l.0/7 IN.
174. Calculation independently verified S - Denotes Technical Specification requirement
Attachment O OM7A: SVI-D51-T0304-B Sheet 13 of 19 Page 93 Rev.:
1 Sec t i on 5.1.3 Initials 177. Horizontal displacement f6r record plate 6 M
.b93 IN W
S17'8. AS FOL.ND hor i zon tal sensitivity E39 g/IN 2
=
2
=
horizontal displacement
,693 IN.
J 179. Calculation independently verified a
182. Horizontal displacement for record plate 7 g)
.Y 2/
IN (jI ' f
$183. AS FOUND her i z on t al sensitivity:
4/,75 g/IN 2
=
2
=
horizontal dispiacement
,421 IN.
184. Calculation independently verified 187. Horizontal displacement for record plate 8 a
,283 IN k
$188. AS FOUND horizontal sensitivity:
7 0 7 g/IN 2
=
2
=
horizontal displacement 2 63 IN.
/
189. Calculation independently verified
/
192. Horizontal displacement for record platc 9
.34)
IN v
M p =//yf6
$193. AS FOUND horizontal sensitivity:
2
=" 2
=
g/IN horizontal displacement
32//
IN.
194. Cal cul at i on independently verified 197. Horizontal displacement for record plate 10 g
, 2 1'7 IN r
n
$198. AS FOUND horizontal sensitivity 3,22 g/IN
/
2
=
__._2
=
horizontal displacement
,2i7 IN.
199. Calculation independently verified S - Denotes Technical Specification requirement
-.,..w
--.---.w--.
-.-n
- - - ~
Ot tochment 4 OM7A 9V!-D51-T0304-B Sheet 14 of 19 Paget 94 Rev.
1 Section 5.1.3 Initials 202. Hor i z on tal displacement for record plate 11
~~
71 9 IN
~
S203. AS FOLND hor i zon t al sensitivity:
6 horizontal displacement
, Il 9 IN.
~ '
O[.-
,/.
204. Calculation independently verified A
207. Horizontal di spl acement f or record plate 12
< C8b IN
$208. AS FOUND horizontal sensitivity:
E 3. 3 g/IN
['A 2
2
=
=
horizontal displacement
,og6 IN.
~'
if 209. Calcul at ion independently verified S - Denotes Technical Specification requirement
Ottechment 4 CM7A SVI-D51-T0304-3 Sheet 15 cf 19 Page 95 Rev.:
1 SECTION 5.1.4 tiQII: Formula for calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency 30 esel11ations
=
time (sec)
3. 2f s50.
Natural Frequency for reed 3 30
=
Hz 9.73sec 51.
Calculation independently verified
/
. 53 Hz S54.
Natural Frequency for reed 2 30
=
pgysec
I.,
57.
Calculation i ndepende n t l y verified 8O/ Hz S42.
Natural Frequency for reed 1 30
=
iS92sec 43.
Cal cul a t i on independently verified v
9
,I S - Denotes Technical Specification requirement
Ottachment 4 M7A 9VI-D51-70304-f Sheet le of 19 Ed Page 94 pageggg Reves 1
l Se t t l en S. I. 4
' D itlain i STEP I REED I 7
i M i 7mF i
AS I
p i
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72. 1 I
9-1 I
i y
003 i
i l
l l
l l e.46 l 2s. S !
(> 3 l 2.2&;
01 142.at I
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te, /-
l
78. I I
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l 1
rTw Is I 3'C3 I
gi l
i 139. I il I
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1 1 d.h 1
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1 01 142.at i
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i 1
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84. I i
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8 F# :r"
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i Ol 142.at t
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63 l2m,l s
01 142.at i
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e; 01 142.at I
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(A N
)
I 120. 1 I
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! 2.ot;l 7%
01 142.al I
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2. a f i i 139. I 3
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1 I
(
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g i 2'h l 2
1 g g g01 I 139. I 3
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el 142.at I
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I I
LW 141.
Independent Verifications Caltv14tions correct iS i
S - Denotes Technical Specification reevirement
OM7A: SVI-D91-T0304-B Sheet 17 of 19 Pages 97 Rev.s 1
Section 5.1.4 Initials 152. Horizontal displacement for record plate 1 f
5 531 IN N
o
$158. AS FOLND hor i ron tal sensitivity:
,%2 g/IN 2
=
2
=
horizontal displacement 5.53/ IN.
154. Calculation independently verified f
157. Horizontal displacement for record plate 2 T
3. 7c /
IN bh S158. AS FOUND horizontal sensitivity:
.S'40 g/IN L. '
2
=
2
=
hori2ontal disp 1acement 3 70 I IN.
159. Calculation independently verified p
162. Horizontal displacement for record plate 3
2. MD IN S143. AS FOLND hor i zon tal sensitivity:
.Eff g/IN 2
2
=
=
horizontal displacement 2.340 IN.
144. Calculation independently verified 147. Horizontal di spl acement f or record plate 4 A
LS28 IN (u
S148. AS FOUND horizontal sensitivity:
sd/6 I9^
2
=
2
=
/IN horizontal displacement
/.52g IN.
169. Calculation independently verified 172. Horizontal displacement for record plate 5 hl I. Cc ~?
IN S173. AS FOUND horizontal sensitivity:
2.00 g/IN 2
=
2
=
horizontal displacement
/.cO2 IN.
174. Calculation independently verified S - Denotes Technical Specification requirement I
At tactimen t 4 OM7A EVI-051-T0304-B Sheet 18 of 19 Pagen-98 Rev.
1 Section 5.'!.4
-~
Inttials 177. Her i. zen t al di spl acemen t f or re';ord pl ate 6 f
.66/
IN
\\PE M
S1h8. AS FOLND hor i zon tal. sensi t'i vi ty:
3.0 3 g/IN 2'
=
2
=
horizontal di.sp l ac emen t 66/
IN.
M 179. Ca l c u l a t i o'n independently verified 182. Horizontal di spl acemen t f er record pl ate 7
(,'
. Y ll~
IN t 04 e
S183. AS FotND hc.r i zon t al sensitivity:
S b/ g/IN
[
2
=,,
2
=
herizontal dispIacement
,8// 6 IN.
184. Cal cul at i on independent 1r verified 187. Horizontal di spl acemen t f or record pl ate 8
. ?. 70 IN
/
~/
$188. AS FOLND hor i zon tal sensitivity:
M
= _7.4 / g/IN 2
=
2 PW horizental di2 placement 2 ~/O IN.
189. Calcul ation independently verified e'
l 15'2. Horizontal d'i spl acemen t f or record pl ate 9
.543 IN.
S193. AS FOLND hor i zon tal sensitivity:
I 8 3 g/IN 2
,=
2
=
horirontal displacement
. 3'/3 IN.
19'4. Calculation independently verified 197. Horizontal displacement for record plate 10
.7.19 IN S198. AS FOL.ND hor i zon tal sensitivity:
l
) I7 g/IN 2
=
2
=
horizontal displacement
.~21$ IN.
199. Calcul ation independently verified i
l
$A Denotes Technical Specification requirement L
~
., $,.'o Ottechment 4 OM7A SVI-D51-70304-8 i
Sheet 19 of 19 Pages 99 - LAST i
Rev.t 3
Section 5.1.4 E
"'I n l t I al s 202. Horizontal displacement for record plate 11
=I24
'N S20'3. AS FOLND hor i zon t al sensitivity:
f O
2
=
2
=
9/IN l
horizontal displacement 12 y IN.
'~ /
204. Calculation independently verified 207. Horizontal displacement f or record pl ate 12 c
N7 1N
\\bh.
(
$208. AS FOUND horizontal sensitivity:
Z 3.0 g/IN N/
2
=
2
=
horizontal displacement 0E7 IN.
M d
209. Calculation independently verified M /,
a l
l l
S - Denotes Technical Specification requirement m
LL-
- w.... w.
DATA PACKAGE COVER SHEET b
- b $ f
.[h3() h--
pas.1;rs.;
st. 2 TEE *!Ca. SPECIFICATION (5) OR CWITwENT(5) 4.3 7.? /
/
4 L 7 2. 2
/
/
/
TEST PERFORMANCE TEST ASSIGNEO TO: _ / V(, **
.*d
/*
,F F
/
96
()D 'C..
/
AUTNOR22Af]ON TO START PREREQU151TES:
"dPERA'TIONS UNIT SUPERVISOR _
/M/(
,'y DAT APO TINE AUTNOAIZATION TO START TEST:
/ri t., I M.,
/-
pg UP
$1NG OPERATOR
'0 ATE AND TINE ACTUAL PLANT CONDITIONS 1 2 3 4 Arcle One) het(-al l+.h CCD*1ENTS Add M N INSTRUCTION COMPLETION h FULL PARTIAL
/
TECH. $PEC. ACCEPTANCE CRITERIA ACCEPTABLE UNACCEPTASLE N/A
{
OTE R DATA CRITERIA ACCEPTABLE UNACCEPTABLE Nfg TC(5) IN EFFECT DURING PERFORNANCE: b DEFICIENCIES N/A if none)
A CR f 155tKD LCO ENTERED mR/wo f mRITTEN O
(f30fu
2. ( ( 0 PERr0RER'S SIGNATLmE i
O
[
DATE AND T14 DPERATIONS UNIT SLPERVISOR d
, !gg gg A f
5NIFT SPERVISOR (Required if Tech. Spec. Acceptance Criterie is not met.otherwise mark N/A)
DATE APO TIE COMNTS: //d 4
)
/
/
l TEST RESULTS REVIEW [/(,,h1) ) [reJ, /
[,..,v L
f. 7,-/1:.
C( M[/).)-/-fh f SYSTEM EPCIEER/
f RESPONSIBLE SECTION REVIEWER I
~
(e 8(.
109 I CapeE415:
bd%
DATE Ato TINE
)
/
A ///
/
eI ND f[R
/XJ3 mmvuu. Antr COORDINATOR
/ / /] /
OkTE Arc TINE'
[
/
l
8 OM7A: 5VI-C.51-T0104-E Sheet 1 of 1 Page:
63 Rev.:
1 Triaxial Response Soectrum Recorder Channel Calibration For D51-R170 (Reactor Recerculation Pioino Suocort)
Preceouisite Sion-Off Sheet initials 4.0.3.a Information tag on recorder D51-R170 mounting location (DW-630-238) 1Sb i
4.0.4 Calibration due date is current on all test instruments Mk8T 4.0.6 A RWP is in effect covering this instruction 4
4.0.7.a Vertical recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet.
}bhh 4.0.7.b Horizontal (N/S) recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet.
M 4.0.7.c Horizontal (E/W) recorder AS LEFT Acceleration Sensitivity values obtained and calculations performed on Calculation Data Sheet Sh4t l
4.0.8 Calculation on Attachment 4 independently
(
verified J
M l
l l
l i
Performed by:
k
/ Mb
/b dk
/
e
/
/
d f/ Signature Initials Date
OM7A: SVI-D51-T0304-B Sheet 1 of 16 Page 64 Rev.s 1
Triaxial ResDonse Spectrum Recorder Channel Ca16beation for D51-R170 (Reactor Buildino Foundation)
Data Sheets Section 5.1.1 Initials 2.
Supervising Operator notified of channel inoper-ability and Action Statement 3.3.7.2.a O
///f / /3MF5
(@f
/
Time Date 4.
Vertical record plates removed l O O-(
Vertical recorder serial number Vertical record pigte gplat numbers:
1614 M 2 f 74 7, 5/d I'l
- '7 7 2.6N Meryx 8. & NW * '70 3.f/a I WmM%4 9. 6/w 74 wen E ~77
4. 4 14 4i 64 sps10. >/M l'1 N:H3
5. f/a Id 46191011. W NawW 7 iT
4. 5/M Nhd447J12. -h 7 4 ' * ') 7
/
5.
Record Plate surface that was in use A
Bl[l Cl[1 Di[I 7.
Independent verifications record plates removed o
9.
Horizontal (WS) record plates removed Horizontal (WS) recorder serial number
/ 009 Horizontal (WS) record plate serial numbers:
1.1/4 84 (* V
7. sla Isl b t
2. sla n't &W
8. sla I4 b k 3. s/n H 6W
9. sla l'4 L V 4. 3/* e4 6f
10. 3/- N6e
5. 5k W & t
11. 3/s N 6 R 1
4. 5# 11/, P
12. 5/* /v L K VI
10. Record Plate surface that was in use Alh Bl[I Cl[I Di[1
12. Independent veri fication s record plates removed N
$ - Denotes Technical Specification requirement i
9 t
.,~_--.-__,...,_.-_,,-,r.,
_.---.-.___.__.-.~._._---___._,c
_,.,__,,,y
OM7A: SUI-D51-T0204-6 Sheet 2 of 16 Page:
65 Rev.:
1 Section 5.1.1
' Initials
14. Horizontal (E/W) record plates removed Horizontal (E/W) recorder serial number
)OIO Horizontal (E/W) record plate serial numbers:
1.
s/4 181 7k
7. S' d IL)7k 2.
W lu 7A
8. Shi (4 7r
3. #s I'l 7 k
9. 4# t u 7P
4. s ',s 14 V
10. 4/v P4 rk_
5. AH I4
't'
11. d4 I4 *T V
6. eN ni ok
12. 5N ed 7K J/
v
15. Record Plate surface that was in use:
Al Bl[I Cl[1 Di[I t'
17. Independent verifications record plates removed NN
19. Reed supports installed in all three recorders b
19. Independent verification: Reed suppor ts installed in all three recorders V
i 5
.y 9 - Denotes Technical Specification requirement
TEMFORARY CHANGE OM7A: SV1-051-T0304-9 Sheet 3 of 16 p, 002 Page:
66 Page 6 of M I
Section 5.1.2 Initials i
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r TEMPORARY CHANGE OM7A: SV1-051-T0304-6 Sheet 4 of 16 g, g Page:
67 4
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Vertical Acceleration Sensitivity l
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CM7A: SVI-051-T0304-E Sheet 6 of 16 Paget 69 Rev.:
1 Section 5.1.2 Initials l
Vertical Recorder Scriber Preload l
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1 TEMPORARY CHANGE OM7A: SV!-051-T0304-9 Sheet 7 of 14 p 002 Paget 70 Rev.:
1 l
Page 8 of /d Section 5.1.3 yn;,,,,,
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TEMPORARY CHANGE OM7A: SVI-D51-T0304-B Sheet 8 of 14 g oog Page:
71 Page 9 Of /
Section 5.1.3 Initials I
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OM7A: SVI-D51-T0304-B Sheet 9 of 16 Page:
72 Rev.:
1 Section 5.1.3 Initials 1
Hoeirontal Acceleration Sensitivity 1
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OM7A: SVI-D51-T0304-8 Sheet 10 of 16 Page 73 Rev.:
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TEMPORARY CHANGE OM7A: SVI-051-T0304-8 Sheet 11 of 14 g po, Page:
74 Rev.:
1 Page /0 of M Section 5.1.4 Initials I
Herirontal Reeordee Natueal Feenuency i
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TEMPORARY CHANGE Sheet 12 of Id OM7A: SVI-D51-T0304-e gg Paget 75 p,g, // og /#
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,l13. l l,e l.*
l
"l m
2 I
i l
c/INI c/INI c/INI i
(
g'}\\
lid7g/INI l
l I
I I
I { i)
I l
I N
,1 170. I 4
1 o/INI c/INI
)*
c/INI I
I 9
jy 1
l.H g/INI I
i 1
1 1
to l
[b si 175. I 5
i (O 1
l I
I o/INI o/INI d.QYo/INI 13 g t,g i
?S5g/INI g/k I
I I
I i a i
to i
n w si 1 0.
I 6
I I
I o/INI c/INI S.19o/INI
,li...l l ws* l 4.% l W"l We 7
i i
i e/INI o/INI doio/INI
,li,0. l l 1 wi l 1:4t l
W"l mv i
i l
o/INI o/INI 7.6Vo/INI
,li,..l l s.1\\l sntl Y"l w~
0.& u1N,
a1N, c/1N, 4sq i g.n i
, w ls i i
i i
NeN 51 200. I 10 1
1 1
tp i
I I
1 a/INI o/INI 104 o/INI
,l20.. ln l ssa l $3 l
W"l h
l I
I o/INI o/INI
/44 m/INI l P l35l
""l h
5
.l2,0. l
,2 bo/INI i
I I
o/INI c/INI e
+ - Al l owabl e Val ue is to be filled in from the data obtained on the Calculation Data Sheet, Attachment 4.
l DenotesTechnicY1 Specification requirement 6
OM7A: SUI-D51-T0304-8 Sheet 14 of 16 Page:
77 Rev.:
1 Section 5.1.4 Initials lHorizontal (E/W) Recorder Scriber Preloadl i STEP i REED 1 AS I
AS I ALLOWABLE I l
l l FOUND l LEFT I UALUE I
S1 213. 1 I
I I 0.052 IN I
Ih I
i 1
1 I
I to I
i,0 O IN!. M INI 0.082 IN I
M /h-
$1 216. I
$1 213. 1 I
I I 0.052 IN I
M I
I 2
1 1
I to i
I,06 )INI. h INI 0.082 IN 1
%N Si 216. I Si 213. I I
i 1 0.052 IN I
WAA i
1 3
I I
l-to I
$1 216. I lib [n)INI fld INI 0.082 IN i
M
$1 213. 1 I
I I 0.052 IN I
HWh i
I 4
I I
I to l
Si 216. I I U d INI @ INI 0.092 IN I
M
$1 213. I I
I i 0.052 IN I
W 1
I 5
I I
I to i
Si 216. I
!.b(1 INI etk1 INI 0.092 IN I
M
$1 213. I I
I I 0.052 IN I
W l
I 6
I I
I to I
91 216. I I. b INI.Cle)INI 0.082 IN l
M
$1 213. I I
i 1 0.052 IN I
WRt i
I 7
I I
l to I
$1 214. 1 I M A INI M INI 0.092 IN I
MM Si 213. 1 I
1 1 0.052 IN 1
DF i
1 8
l l
l to 1
Si 216. I I #DO INI i Db) INI 0.092 IN I
ND Sl 213. I I
I I 0.052 IN I
IM%
l I
9 I
I I
to I
$1 216. I I b !NI @ INI 0.082 IN I
M Si 213. 1 I
1 1 0.052 IN I
4tW l
i 10 l
I I
to I
$1 214. I Ie N INI, @ INI 0.082 IN I
YM
$1 213. I i
1 1 0.052 IN I
WNt-1 i
11 1
I I
to I
$1 216. I I.06A INIf @ INI 0.082 IN I
1@
Si 213. I I
i 1 0.052 IN 1
kWM i
i 12 I
I I
to 1
Si 214 I
I.04) i.06)
0.082 IN i
e S - Denotes Technical Specification requirement
r Attachmont 2 017A SVI-051-T0304-5 Sheet 15 of 16 Page 78 Rev.:
1 Section 5.1.5 initials
2. Recorder D51-R170. reinstalled per installation drawings M
3. Independent verification: D51-R170 reinstalled
_. bh7 I
4. Recorder mounting bolts torqued to 550 IN. LBS.
Vi
5. Independent verifications recorder mounting bolts torqued
15. Supervising Operator notified of channel operabiiity Dilo
/ M7a'/h feh Time Date 5 - Denotes Technical Specification requirement b
r
{
I Attochmant 2 OM7A: SVI-D51-T0304-E Sheet 16 of 16 Page:
79 Rev.:
1 SECTION 4.0 i
TEST INSTRUMENTS:
l MPL M CAL. DATE CAL. DUE INT DIGISTROBE L70-(981d l\\l5$6 6-f-%
M STOPWATCH L70*k333Y l ll~b
'7-/7-h DIAL CALIPER lD$91C4 S-5 85 d-3b-RL
%{4W TORQUE WRENCH ED-(6034 h-l$-85 2 -l%- %(.
M 7X MAGNIFlER L]Q-VGQf3 ulp ylk 20X MICROSCOPE L70- M I v)A 4>)A Xh 40X MICROSCOPE lDV04SA ch MA M
oa 2-e} lE d \\Ien: J 0~,)~ 1h A
. lA] ~e::
COMMENTS:
Lr n
nl:. }:< l,.lso e L.., e Fr., ~ e-y e 4 fo.] I? N j;
,.o es;r, ;~ re lhDh Performed by:
e
/
bw b
a
/
o o
e,-
2 /
I2 lhd 5 Independent Verifier:
h kb J
/ W ll7sh1%
Signature / Initials Date l
l l
S - Denotes Technical Specification requirement l
l
{
l
OM7A: SV!-D51-T0304-E Sheet 1 of 1 Page:
80 Rev.:
1 System Restoration Checklist
Title:
Triaxial Response Soectrum Recorder Channel Calibration for D51-R170 (Reactor Recirculaation Pioino Suecort)
A2
/
Varified by:
/ NM
/!77N6 Signature / Initials bat'e I
i i
i INITIALS I
l l LOCATION I COMPONENT I
REQUIRED 1 1st i
2nd i
REMARKS I
i 1 MPL OR NAME I POSITION I VERIF I VERIF I I
I DW-430-2381Ve r t i c al /
I Installed /l i
I I
I IRecorder of I Cover On I
I I
i i
ID51-R170 I
I I
I I
I IHoriz. (N/S) i Installed /l l
I I
I 1 Recorder of I Cover On i
I l
i l
lD51-R170 I
I I
I I
I IHoriz. (E/W) i In s t al l e d/ l i
I I
i 1 Recorder of I Cover On 1
I yL I
I I
I ID51-R170 I
I IM i
l Comments:
/
m m-
OM7A: SVI-051-T02: 4-Sheet 1 of 19 Page:
81 Rev.:
1 i
Triarial Response Spectrum Recorder Channel Calibration for D51-R170 (Reactor Recirculation Pipino Euccort)
Calculation Data Sheet Section 4.0 7.a.
Ver t i cal recorder sensitivity Allowable Value Formula:
A.V. = +4% of most recent sensitivity measurement.
NQT[ Column A values to be filled in from the most recently c omp l e t e d SVI-D51 -T0304-B i
i COLUMN A I
COLUMN B I
I REED i PREVIOUS SE9SITIVITY I ALLOWA8LE VALUE CALCULATION = l l
l (G/IN)
I ALLOWABLE VALUE (m/IN) l 1
I I Los (-4% of Column A) =,3Q l
1 1
1 I
I l
l
.3)L5 i Hit (+4% of Column A> =.338 i i
i I Lot (-4% of Column A) =,g(r? I 3
1 2
I l
1 I
I
.8M l HI: (+4% of Column A) =.$$ 1 1
1 1 Lot (-4% of Column A) =,yp] l I
3 1
1 1
1 I
.794 i Hit (+4% of Column A) =.8h\\ l l
l l Lot (-4% of Column A) = h (%
i l
4 I
I i
l l
Id)3 I Hit (+4% of Column A) = h 2S I
i i
I Lot (-4% of Column A) =l,go i
I 5
l I
L I
I Ihfb I Hi: (+4% of Column A) = 2 Go i i
I I Lot (-4% of Column A) =2,gg i
I 4
1 1
I I
f 3.O\\
l His (+4% of Column A> = 3.13 i I
I I Lot (-4% of, Column A)
= qfg l l
I 7
I I
1 I
Ek((l I Hit (+4% of Column A) = HMb l l
1 1
l Los (-4% of Column A) = 1,3% 1
).b1b 4
Hi: (+4% of Column A) = 18% I I
I I Los (-4% of Column A) = 5,(g I
(
9 I
I I
I I
dbES I Hit (+4% of Column A) = biU3 l l
l 1 Lot (-4% of Column A) =$3(} l 1
10 l
I l
1' I
I b.$l I Hit (+4% of Column A) =9.33 i l
i I Lot (-4% of Column A) = f,q l
i 1
00. 0 t Hii (+4% of Caiumn A) = ILlo l I
l l Lot (-4% of Column A) =gg,{
l i
12 l
i I
l l
h3,0 i Hit (+4% of Column A) =d3S I
s - Denotes Technical Specification requirement i
4 1
._. _..,. - _ _ -. _ _.... _. _. _... _ _ -. - _ _ _ - _, - -. _ - -. - ~... - -,. - _ -
- ~.
i i
Attachmsnt 4 OM7A: SVI-051-T0304-E Sheet 2 of 19 Page:
62 Rev.:
1 Section 4.0 1
7.b.
Horizontal (N/S) recorder sensi t i v i ty Al l owabl e Val ue Formula A.V. = +4% of most recent sensitivity measurement.
NQTgt Column A values to be filled in from the most recently completed SVI-D51-T0304-8 l
l COLUMN A I
COLUMN B I
I REED.I PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = l l
l (G/IN) 1 ALLOWABLE VALUE (n/IN) i I
I i Lot (-4% of Column A) =,35g i i
1 1
I
=.3s; I
.374 i Hi, (+4% of Coiumn A>
^
l I
i l
l l Lot (-4% of Column A) =,jp3 I j
i i
2 1
1 I
.53R]
i Hi, (+4% of Coiumn A) =.;519 i i
1 i
1 I Lot (-4% of Column A) =,$3a I
[
l 3
I I
I I
I
.Edd$
I Hit (+4% of Column A) =.903 1 I
I l Lot (-4% of Column A) = {,)4 1 1
4 I
I I
l I
kibk i Hit (+4% of Column A) = l.2Ne i I
I l Lot (-4% of Column A) = l,Q) l I
5 I
I I
l l
1. CC) 1 Hit (+4% of Column A) = 2d)b I I
I I Lot (-4% of Column A) = 2,75 l I
I d.6ko Hit (+4% of Column A) =hkll I
I I Lot (-4% of Column A) = 4,6q l Eli 7b
~
I Hit (+4% of Column A) = M bbh I i
I I
I Lot (-4% of Column A) =6,qo I i
8 1
I l
j i
I
~f.\\S I Hit (+4% of Column A) =IiME I
~
l l
l l Lot (-4% of Column A) =j{gg i
I 9
I I
l l
I di.8b I MI: (+4% of Column A) = b. ll-1 l
l 1 Lot (-4% of Column A) = g,7] I l
k.Cbk i Hit (+4% of Column A) = Se U l
l I Lot (-4% of Column A) "15,7 I
I I
lb.N l Hit (+4% of Column A) =III I
I I Lot (-4% of Column A) = Q3,9 I l
93.3
lHi, n1'
(+4% of Coiumn a) =o i
l l
S - Denotes Technical Specification requirement i
i i
l
i Attachment O G17A SV!-D51-T0304-E Sheet 3 of 19 Page:
63 Rev.:
1 i
Section 4.0 7.c.
Horizontal (E/W) recorder sensitivity Allowable Value Formula A.V. = +4% of most recent sensitivity measurement.
!$TX: Column A values to be filled in from the most recently completed SVI-051-T0304-0 l
l COLUMN A I
COLUMN B i
1 REED i PREVIOUS SENSITIVITY I ALLOWABLE VALUE CALCULATION = 1 1
I (G/IN) l ALLOWABLE VALUE (a/IN)
I l
I I Lot (-4% of Column A) =. 346 I
I I
.M 1 Hi
(+4% of Column A) = ;375 i i
l l
I Lot (-4% of Column A) =gi i
2 i
l i
l I
.544 i Hi, (+4% of Coiumn A> =.6(,(, i 1
I I Lot (-4% of Column A) =,g3 l
I 3
I I
i l
I ib7 i Hi
(+4% of Column A) =.M)
I I
I I Lot (-4% of Column A) = l,77 l
l t
4 I
I i
~
l I
l e 3) 1 Mit (+4% of Col"=9 A) = liM i 1
1 I Lot (-4% of Col uten A) = l A)
I I
5 1
I l
l I
2 00 i Hi
(+4% of Column A) = LCS I I
I l
l Lot (-4% of Column A) = 2,4 5 i
I d
I i
1 bD I Hi
(+4% of Column A) = 3.A i
r I
I 1
1 1 Lot (-4% of Column A) = q,(,3 l
l 1
7 I
i 1
1 I
kin I Hi: (+4% of Column A) = 6,Og 1
l l
l 1 Lot (-4% of Column A) = 1(g, I
3.35 lHi
(+4% of Column A) =lM i i
l I Lot (-4% of Column A) = f,(,o i 1
[iS3 i Hi
(+4% of Col"=9 A) = 6,0L= 1 l
1 i Los (-4% of Column A) = $, $
I l
l k.O Hi
(+4% of Column A) = $ ebl l 1
1 1 Lot (-4% of Column A) =$g I
j i
I L.O I Hi
(+4% of Column A) = lb.b I I
I I Lot (-4% of Column A) = 20,3 l
I 12 1
I l
l i His (+4% of Column A) = M. b l I
I o i i
S - Denotes Technical Specification requirement i
--.e
,.-.-.,,,-.,-,---n.
m n
,,-=_,n-,n,~.--..,--,-----,.n
,nne-,-mn--n-,n.--
Attachmont 4 OM7A: SUI-DS!-70304-E Sheet 4 of 19 Page 84 Rev.:
1 SECTION 5.1.2 NE: Formula for calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency =
30 oscillations time (sec) 3,l k
Hz
[
$50.
Natural Frequency for reed 3 30
=
T.L[
'C 51.
Calculation independently verified M4h 2e N Hz
$56.
Natural Frequency for reed 2 30
=
l1.7) sec
\\
57.
Calculation independently verified NM I.
Hz l
$62.
Natural Frequency for reed 1 30
=
/S,ls_se e t
63.
Calculation independent 1y verified MfrfCT i
Denotes Technical Specification requirement S
w--
v-m---w
--w
,,.--y.-,
w
.-w 7
--.e,-
=,-
---*r
+ - - + -
g
-r,.--,
---w
-wr--=
--2-------r-

=r-p-

l E
TEMPORARY CHANGE OMA : SW -M140 3W Sheet 5 of 19 Page et
M Rev.:
1 Page g of g Section 5.1.2 J
Initials i STEP I REED 1 T
I f fE I Tx F I
AS I
i i
I (SEC) I (H2) I (CYCLES) I FOtND XI g
i
72. I I
I ni 1
i b
gog i 139. I 12 1
1 7 c-f!V I I
I 6
1 140. 1 I
b I I i
l ~ * ' 'b i
A si 142.at i
I M' I
7 I
I Bfp i
78. I I
I I
l l
6 l l';: l l 2.30 l 20.2 l 67 l z.3 l SI 142.a1 1
I I
I l
d i
l
.4 I
I i
i i
i o
l l*;: l
l 4.os l K.o l (E
l z.o l t
ti 142.at i
I I
l I
th i
90. 1 I
I I
l l
m ll';:l l s.52l R.7 l 70 lz.:
l St 142.at i
I I
I I
ft i
94. 1 I
I I
I I
t?
ll';:l l 5.32l. lo. ?
l M l2.o l 0
SI 142.at i
I I
I i
4 1 102. I I
I I
l l
M ll*;;l l l55 l 7.'I7 l 52 lL2; n
Sl_142.at i
I I
I I
y n
I 100. I I
I I
I I
B ll*;:l l115s l 6.33 l SD l l,9 l
E
$1_142.al i
I i
1 I
i ;
I 114 I
I I
I I
l
%d ll';:l l4.2z ; s.02l 3l l2.yl Si 142.at i
I I
I l
l E I 120. 1 I
I I
I I
( E ll';:l l 4.N l 3M l 27 l 2.2 l 7
SI 142.at i
I I
I I
4 r
i 124. I I
I I
I I
I I ll';:l l 10.9 l 3.R l 35-l 2. J l
0 SI 142.at i
I I
I I
(E I 132. I I
I I
I I
E ll';:l l N.; Il 2&l 36 l2.0l 1
Sl_142.al i
I I
l if i 138. I i 12 % )
i i
i i
E I 139 I
1 I
2*
I i
l3,3if.e h
l l
8 1 140. I I
I 1
l Qb
$1.142.al I
I i
i 1
<d 141.
Independent Verification s Calculations correct VF S - Denotes Technical specification requirement
.-.--m
-.,.y-. -., - - - -., -,,., _, - - -.. - _ _. - - -. - -. _, _ - - - - - -, -, -
OM7A SV!-051-T0304-0 Sheet 6 of 19 Page 96 Rev.s 1
Section 5.1.2 Percentane of Damoine Chart for D51-R170 Reed Estimated % of Critical Dampins (Based or. Cycles) 1.7%
1.8%
1.9%
2.0%
2.1%
2.2%
2.3%
2 '. 4%
2.5%
1 N/A N/A 34-36 31-33 28-30 25-37 22 24 19-21 N/A 2
N/A 42 44 39-41 36-38 33-35 30 32 27-29' 24-26 N/A
+
3 N/A 46-49 42-45 38-41 34-37 30 33 26-29 22-25 N/A 4
45-48 41-44 37 40 33 36 29-32 25-28 21-24 N/A N/A 5
N/A N/A 49-52 45-44 41-44 37 40' 33-36 29-32 N/A 6
N/A 54-57
$0-53 46-49 42-45 34 41 34-37 30-33 N/A 7
N/A N/A N/A 62-66 57 61 52-56 47-51 42 46 37 41 8
68-72 63-67 54-52 53-57 48-52 43-47 N/A N/A N/A 9
N/A N/A N/A 73 77 68-72 63 67 58 62 53-57 48 52 to 79-83 74-78 49 73 64 68 59 43 54-58 N/A N/A N/A 11 N/A N/A N/A 70 74 45 69 60-64 55 59 50 54 45 '*
12 87-91 82-86 77 81 72-76 67 71 62 66 57 61 52 56 N/A 9
9 - Denotes Technical Specification requirement
CM7A: EVI-D 1-T0304-E Sheet 7 of 19 Page:
67 Rev.s 1
Section 5.1.2 initiats 152. Vertical displacement for record plate t S 10 4 IN NM S153. AS FOUND vertical sensitivity:
.D g/IN JM' 1
=
1
=
vertical displacement S g IN.
154. Calculation independently verified A
157. Vertical displacement for record plate 2 1.91)
IN Ib S158. AS FOUND vertical sensitivitya W
3g/IN M
ge*,
i
=
1
=
g vertical displacement
{,Q( IN.
159. Calculation independently verified 142. Ver tical displaceraent for record plate 3 (Jh IN M
$163. AS FOUND vertical sensitivity:
.181 g/!N M
1
=
1
=
vertical displacement
\\,Wll IN.
144. Calculation independently verified 147. Vertical displacement for record plate 4 1.lA3 IN
$148. AS FotND ver t ical sensitivity:
ld) g/IN M
2
=
2
=
vertical dispiacoment 1,495 IN.
149.. Calculation independently veri fied 172. Vertical displacement for record plate 5
.L1 IN M
S173. AS FotND ver t ical sensitivity:
lab g/IN M
2
=
2
=
vertical desplacoment l.4% IN.
174. Calculation independently verified Denotes Technical Spec if ication requirement-S
e Attachmont 4 CM7A: SV!-D51-T0204-E Sheet 8 of 19 Page:
GS Rev.:
1 Section 5.1.2 s
initials 177. Vertical displacement for recorc plate 6 dn$$ -1N ll&%
$176. AS FOUND ver t i c al sensitivity:
3,04 g/IN 2
=
2
=
vertical disp 1acement
,(g5% IN.
179. Cal cul a t i on independently.verifind
'M 182. Vertical displacement for record plate 7
.4h IN M
$181.' AS FOUND vertical sensitivity:
S M g/IN
_ YN 2
=
2
=
vertical displacement
,Q\\( IN.
184 Cal cul at i on independently verified 187. Vertical displ acement f or record plate P
.M IN N
S188. AS FOUND vertical sensitivity:
1.75 g/IN A
2
=
2
=
vertical displacement
,,'f6 I N.
189. Cal cul a t i on independently verified 192. Ver t-i cal displacement for record plate 9 39 IN M
$193. AS FOUND vertical sensitivity:
d d g/IN W
2
=,
2
=
vertical displacement
,@ I N.
194. Cal cul a t i o'n independently verified v
197. Vertical displacement for record plate 10 lW IN
$198. AS FOUND vertical sensitluitya S k g/IN N
2
=
2
=
vertical disp 1acement
, 3)0 I N.
199. Calcul ation independent 1y'verifled v
$ - Denotes Technical Specificat. ion requirement
Attachmont 4 OM7A: 5V:-D51-T0304-E Sheet 9 of 19 Page:
99 Rev.:
1 Section 5.1.2 Initials 202. Vertical displacement for record plate 11
,\\%3 IN AUYb s203. AS FOUND vertical sensitivity:
lbsl 2
=
2 g/IN N
=
vertical displacement
,gg1 IN.
204. Calculation independently verified
[
'1 207. Vertical displacement for record plate 12
.CBD IN MM8%
S208. AS FOUND vertical sensitivity:
f.
2
=
2
=M g/IN M
ver t i cal disp 1acement g GIN.
.oso 209. Calculation independently verified
.W # k I1C* )@
Jglue. Ch NbS Q Cd W s 3
l l
{
l S - Denotes Technical Specification requirement 1
017A SVI-DB1-7030'4-E Sheet 10 of 19 Page:
90 Rev.:
1 SECTI ON 5.1. 3 f
NQTE: Formula for calculating the Natural Frequency for reeds 1 through 3:
Natural Frequency 30 oscillations
=
time (sec)
S50.
Natural Frequency for reed 3 30
= 11_ Hz JM 9/kT sec
)
51.
Calculation independently verified
).4b Hz 3b S56.
Natural Frequency for reed 2 _ 30
=
c.os sec 57.
Calculation independently verified
/
962.
Natural Frequency for reed 1 30
= 0.0L Hz AMbt __
M ec 184 8 h
67, Cal cu l at i on independently uerified e
1 s - Denotes Technical Specification requiremtnt i
i
[
TEMPORARY CHANGE OM7A:SV!-D51-T0304-B Sheet 11 of 19
@2
"9
'I Rev.s 1
~~~--
Page M cf d Section 5.1.3 Initials i STEP I REED I T
I
%Fi Tx F i
AS I
l i
I (SEC) I (Hz) f (CYCLES) I FOLND %I 30 1
72. I I
I I
I I
l 139. l.12 I
I I
i 1
v&
1 140. I '
I f
I I
I M
i t
~lb i \\d I
w
$1 142.al i
I 78, I I
I I
I I
WW I 139. I 11 1
1 I
I l
'8 44*
i 140. 1 I
I I
I I
W St 142.al i Di I
I b
iDO I
M i
94 I
I I
I I
I h
i 139. I 10 I
i i
I l
2Bt i 140. I I
l I
I I
N I\\M(
bM i
1 I
lM SI 142.a1 1
i
_I M%
i
90. I I
I I
I I
EW l 139. I F
I f>M I I
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M l a) #,\\l
.i iti:.l l a19 on l
9 i
94. I I
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1 1
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I I
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OM7A: SVI-051-T0304-0 Sheet 12 of 19 Page:
92 Rev.:
1 Section 5.1.3 Initials 152. Horizontal displacement for record plate 1 S 373 IN Mdh S153. AS FOUND horizontal sensitivity:
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herizontal disp 1acement g,y IN. 154. Calculation independently verified v 157. Horizontal displacement for record plate 2 3 >(s9V IN b{W S158. AS F0t.ND hor i zon tal sensitivity: $M g/IN 3NN 2 = 2 = herizontal disp 1acement 3,(,14 IN. 159. Calculation independently verified v 162. Horizontal displacement for record plate 3 d.33 l IN b S163. AS F0WD horizon tal sensitivity: .N g/IN 1h 2 = 2 = horizontal disp 1acement 9,M L IN. 164. Calculation i ndependen t l y verified v 167. Horizontal displacement for record plate 4 1.50') IN h $168. AS FOL.ND hoei zon tal sensitivity: IM g/IN 2 = 2 = h er i ::on t al disp 1acement I$4 IN. 169. Calculation independently verified 172. Horizontal displacement for record pla 5 S173. AS FOLND hor i zon tal sensitivity: ).00 g/IN b 2 = 2 = herizontal dispIacement .%%) IN. 174. Calculation independently verified S - Denotes Technical Specification requirement
itachment 4 OM7A: St> I -D51 -T0 3 C 4-5 - r. e e t 13 of 19 Page: 93 Rev.: 1 .:: tion 5.1.3 Jnitials
77.
Horizontal displacement for record plate .(o, IN N ~ ~~~~~ ~ 178. AS FOUND horizontal sensitivity: 3.S\\ g/IN h 2 = 2 = heri2ontal disp 1acement QD IN. 179. Cal cul a t i on independently verified %J 182. Horizontal' displacement for record plate 7 .L\\D IN Alb 183. AS FOUND hor i z on t al sensitivity: S.I g/IN 2 = 2 = herizontal disp 1acement ,g)*) IN. 184. Calculation independently verified v 187. Horizontal displacement for record plat 8 IN Nb -...I188. AS FOUND horizontal sensitioity 7N g/IN IN 2 = 2 = horizontal displacement ,)P !N. 189. Calculation independently verified w 192. Horizontal displacement for record plage 9 ,3H\\ IN W - -- -- 193. AS FOLND hor i zon t al sensitivity: IM g/IN 2 = 2 = horizontal displacement ,p( IN. 194. Calculation independently verified v 197. Horizontal di splacement f or record pl ate 10 .)lI* IN N
======' = 198. AS FOUND her i z on t al sensitivity: S.M g/IN M 2 = 2 = horizontal displacement 3\\b IN. 199. Calculation independently verified k ~ - Denotes Technical Specification requirement
OM7A: SV!-D51-70304-5 Sheet 14 of 19 Page: 94 Rev.: 1 Section 5.1.3 Inetials 202. Horizontal displacement for record plate 11 .Ob IN XbM/ S203. AS FOUND horizontal sensitivity: IhS g/IN bh 2 = 2 = horizontal displacement ,ggf IN. 204. Calculation independently verified v 207. Horizontal displacement for record plat 12 i( b IN Ifkk S208. AS FOUND hor i zon tal sensitivity: Nb M g/IN 2 = 2 = horizontal displacement ,(ps IN. 209. Calculation independently verified s \\sdl l ( t S - Denotes Technical Specification requirement
CM7A : SVI-051-T0304-E Sheet 15 of 19 Page: 95 Rev.: 1 SECTION 5.1.4 NQTE: Formula for calculating the Natural Frequency for reeds 1 through 3: Natural Frequency = 30 oscillations time (sec) $50. Natural Frequency for reed 3 30 = Hz %.\\\\ sec ~ 51. Calculation independently verified Ibh7 ).$4 Hz $56. Natural Frequency for reed 2 30 = lt.% sec 57. Calculation i ndependen t l y verified IMor h $62. Natural Frequency for reed 1 30 = D Ot Hz 1%b3sec 43. Calculation independen tly verified ihbt . sr S - Denotes Technical Specification requirement
TEMPORARY CHANGE OM7A: SV!-D51-T0304-E Sheet 16 of 10 E Page: 96 Page M of /4 R'v t 1 Section 5.1.4 Initials i STEP 1 REED 1 T 1 .T F 1 Tx F i AS I i i I (SEC) I (Hz) I (CYCLES) IFOUND %I goS I
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CM7A: SVI-051-TO304-E Sheet 17 of 19 Page: 97 Rev.: 1 Section 5.1.4 I n i t i a'i s 152. Horizontal displacement for record plate 1 A T33 IN IMSA 0153. AS FOUND horizontal sensitivity: .3bd g/IN M 2 = 2 = horizontal displacement gjpg IN. 154. Calculation independently verified V 157. Horizontal displacement for record plate 2 3 (a6) IN 1@N' 0158..AS FOUND horizontal sensitivity: .bbD 2 = 2 =- g/IN _M horizontal displacement 3 hC{} IN. 159. Calculation i n dep e nde n t l y verified c v 142. Hor i zon tal displacement for record plate 3 2h3dl IN MUhr 0143. AS FOUND horizontal sensitivity: . b g/IN M 2 = 2 = horizontal displacement },'h'$L IN. 164. Calculation independently verified wl/ \\/ 147. Horizontal displacement for record plat 3 4 b52FI IN Id%V 0168. AS FOUND horizontal sensitivity: h 3\\ g/IN hb 2 = 2 =. horizontal displacement }$)$IN. 149. Calculation independently verified .} v 172. Horizontal displacement for record plate 5 bOi\\_, IN )h M 0173. AS FOUND horizontal sensitivity: IM 2 = 2 = g/IN horizontal displacement {,0)\\ IN. h 174. Calculation independently verified 0 - Denotes Technical Specification requirement l
OM7A: SVI-D51-T0304-5 Sheet 18 of 19 Page: 98 Rev.: 1 Section 5.1.4 Initials 177. Horizontal displacement for record plate 6 .bs4 IN MME S178. AS FOUND horizontal sensitivity: 10) g/IN M 2 = 2 = horizontal displacement ,(g; IN. 179. Calculation independently verified v 182. Horizontal di spl acemen t f or record pl ate 7 ,VlN .G IN $183. AS FOUND horizontal sensitivity: 4i ( g/IN MLW l 2 = 2 = horizontal displacement ,4}d IN. ( 184. Calculation i n de penden t l y verified v 187. Horizontal displacement for record plate 8 .D1D IN Xh)F S188. AS FOUND horizontal sensitivity: 1.N \\ g/IN h 2 = 2 = horizontal displacement ,D1O IN. 189. Calculation indspindently verified ss, 192. Horizontal displ,acementforrecordplag, $193. AS FOUND horizontal sensitivity: d1 k r /IN M 2 = 2 = ~ horizontal displacement ,169 IN. 194. Calculation independently verified 197. Horizontal displacement for record plate %10 .9 IN M I $198. AS FOUND horizontal sensitivity: kb g/IN h 2 2 = = i horizontal displacement {g($ IN. 199. Cal cul a t i on independently verified l $ - Denotes Technical Specification requirement l l
ok.. DM7A: SVI-D51-T0304-5 Sheet 19 of 19 Page 99 - LAST Rev.: 1 Section 5.1.4 Initials 202. Horizontal displacement for record plate 11 .\\)b IN INN s203. AS FOUND horizon tal sensitivity: bb g/IN }db 2 = 2 = horizontal displacement \\). IN. I 204. Calculation i nde p en de n tl y verified v 207. Horizontal displacement for record plate 12 . Oh3 IN lldk -s208. AS FOUND horizontal sensitivity: M I g/IN MNM 2 = 2 = horizontal displacement ,071 IN. 3 209. Calculation independently verified ~ 9 Denotes Technical Specification requirement S
SIMIARY AND CONCLUSIONS PROOF TEST OF SEISMIC DESIGN o JANUARY 31; 1986 EARTHQUAKE - ~ INTENSITY VI, 4.% RICHTER S PLANT STRUCTURES AND SYSTEMS UNAFFECTED BY EARTHQUAKE NO CHANGE TO CONCLUSIONS ON GE0 LOGY AND SEISMOLOGY o DESIGN EARTHQUAKE BOUNDS JANUARY 1986 EVENT (MAGNITUDE, ENERGY ETC.) INCLUSION OF RECENT EVENT WOULD NOT CHANGE DESIGN SPECTRlM PLANT SEISMIC CAPABILITY ABLE TO ACCOMODATE JANUARY o EARTHQUAKE SHORT DURATION, HIGH FREQUENCY, LOW ENERGY LOW VELOCITY, SMALL DISPLACEMENT l' MEASURED RESPONSE EXCEEDANCES OF NO ENGINEERING SIGNIFICANCE FOLLOW ON ACTIVITIES o lI CONFIRMATORY PROGRAMS f l-SUPPORT OF GENERIC, INDUSTRY STUDIES - S0G, SQUG, EPRI 4//r
-4" v a y. FEB.20 '86 12:22 HRC MESSAGE CENTER BETHE50R MD P.001 / \\ UNITED sTATea NUCLEAR REGULATORY COMMIS$10N 8 e 3 - l masem orow,p.c.sossa k-pgy 7 Decket No.: 50-440 '50-441 1 MEMORANDUM FOR: Walter R. Butler, Director Project Directorats No. 4 Division of BWR Licensing FROM: John J. Stefano, Project Manager Project Directorate No. 4 Division of BWR Licensing
SUBJECT:
SUP94ARY REPORT OF THE EARTHQUAKE MEETING AT THE PERRY PLANT SITE ON FEBRUARY 11, 1986 The meeting was held to discuss CEI's preliminary findings from its assessment of the impact of the January 31, 1986 earthquake on the as-built Perry plant design, and to discuss the operational readiness of Perry Unit i for licensing. This report briefly sununarizes discussions held in the morning of February 11, 1986, which were limited solely to the earthquake event and its aftennath. The NRC regional staff will report separately on discussions held in the afternoon of February 11, 1986, relative to the Perry Unit I readiness for licensing. (43 0 ebrid Enclosure (1) lists the gr' ;' 4 NRC an EI representatives who participated j in the meeting. Other CEI personnel and members from the press, U.S. Congressional staff, the intervenors and other interested parties were also in attendance, but are not listed in Enclosure (1). Enclosure (2) contains l the meeting notice (issued by the NRC Region III Office) and the slide presentationhandoutpreparedbyCEIanddistributedtothemeetingattendpees. )( In sununary, CEI presented its independent investigative findings of plant status prior to, during, and after the earthquake event, including a listing of the safety and non-safety systems that were undergoing operational readiness tests when the event occurred; characterized the earthquake event and its geographical location relative to the plant site; described the geologic structure upon which the plant was built; and discussed the analytical results obtained from the seismic data recorded by instruments positioned at various locations within the Perry plant buildings. On the basis of CEI's analysis of the data recorded, CEI and its consultants have concluded that: (1) the i tectonic province considered in defining soil-structure interactions for the i Perry site-specific safe shutdown earthquake (SSE) intensity remains valid as described in the FSAR and as evaluated by the NRC staff in the Perry SER; j and (2) that the exceedance of SSE limits recorded at the higher frequencies (greater than 16 Hz) was of such a short duration (less than 1 second), low t velocity and displacement as to not have imparted any significant energy to the plant tructure and the components, systems, and equipment installed i ytherein)al ough a more detailed assessment of the impact, if any, on the qualificati n of safety-related equipment in the plant has not yet been fully (Leed $//6
P.002 FEB.20 '86 R923 HRC NESSAGE CENTER BETHESDA MD . completed. In view of these conclusions, CEI maintained that the SSE design basis for the Parry plant remains valid. These conclusions appear to be borne out by the fa.ct that little or no (amage had been observed during an intense talkdown of the plant conducted by the CEI staff. The NRC staff' advised CEI that it still needed to conduct its own independent evaluation of the earthquake and that this effort would consider CEI's findings (a detailed report was filed by CEI with the Commission on February 12,1986). The NRC staff also informed CEI that the issue would be discussed with the ACRS, and that meetings with the ACRS Subcommittee and the ACRS Full Committee were scheduled for February 12 and 13, 1966, respectively. (NRC and CEI briefed the ACRS on those dates). Lastly, the NRC staff advised CEI that its independent Ovaluation would not be completed before March 1,1986, and that completion of its evaluation by that date assumed receipt of all outstanding data promised by CEI before February 17, 1986. The morning session of the February 11, 1986 meeting was completed at 11:30 am after which tima the NRC staff answered questions posed by the press and public representatives in attendance. The NRC staff also met with its respective CEI technical counterparts to go over in more detail the information presented by CEI during the formal meeting. J John J. Stafano, Senior Project Manager BWR Project Directorate No. 4 i f Division of BWR Licensing
Enclosure:
As stated cc w/ enclosure: See next page i I e ~ ,_,.-_,._-.-._..__...,_,--m_
FEB.20 '86 12:23 NRC MESSAGE CENTER BETHESDA MD P.003 CEI/NRC MEETING AT PERRY SITE FEBRUARY 11, 1986 (MDRNINGSESSIONONLY) EARTHQUAKE EVENT
NRC, R
CEI M. R. Edelman R. M. Bernero, NRR/ DBL A. Kaplan J. G. Keppler. RIII E. Buzzelli C. J. Paperiello, RIII F. Stead R. C. Knop, RIII M. Lister J. A. Grobe RIII R. Stratman J. J. Stefano, NRR/ DBL Others W. R. Butler, NRR/ DBL R. Hernon, NRR/ DBL H. Polk NRR/ DBL J. Johnson Consulant (SMA) J. Singh. Consultant (EG8G) D. Guzy. RES G. Cuming, consultant Gilbert Associates C. Chen R. Ailey CEI Consultants USGS R. Holt L. Langer l L
9 1. Q Did the earthquake cause seismic forces at the Perry Site in excess of those specified in the seismic design for the Perry reactors? A Based on preliminary investigations to date, including extensive plant walkdowns of structures, piping and equipment, preliminary USGS seismological data on the earthquake, and in-plant seismic recording instruments; the earthquake did not cause seismic forces which exceed those for which the plant was designed. The seismic g design basis for the Perry Nuclear Power Plant is established by NRC requirements and in particular, Regulatory Guide 1.60. In accordance with the Regulatory Guide 1.60, the Perry seismic design is defined by an input ground motion response spectra (plot of acceleration vs. frequency) anchored at an acceleration of.15g. The design basis response spectra envelopes the 84th percentile response spectra developed from a strong motion data set for a number of earthquakes. The average magnitude of the analyzed earthquakes was 5.53vand average epicentral distance was approxi-mately 8.5 mi, Per USGS recorded data, the earthquake of January 31, 1986 was about 10 miles south of the Perry Site and had a Richter magnitude of approximately 5.0 which is of a lesser magnitude than the earthquakes for which the Perry Plant has been analyzed. Preliminary acceleration data taken from the in-plant seismic recorders indicate that the predicted floor response spectra in certain locations may have been exceeded at high frequencies. The accelerations involved are of a very short duration (a fraction of a second). The e.ergy and forces associated with these high frequency accelerations are small and at this time judged to to be insignificant to existing plant structures and equipment and is expected to be below the seismic resistance capability of the plant. This position is supported by plant walkdowns and will be further supported by in-process analytical evaluations. M1
2. O Indicate the source of data which was used in obtaining the seismic force estimates. ~ The sources of the data which was used in evaluating the seismic A obc,$) event include the United States Geological Surve preliminary estimates of the earthquake location and magnitude, as well as in-plant seismic recorders. e
3. 2 - Describe the process which was used in converting seismographic data into seismic force estimates, i A. Strong motion data recorded on site are being evaluated by the equipment vendors to calculate response spectra which may be compared with design spectra (floor response spectra) for the recording locations. preliminary evaluations of the unprocessed acceleration time history data indicates that the design response i spectra may have been slightly exceeded at very high frequencies. It is our opinion, supported by our plant walkthrough evaluation (to be supported by in-progress analysis) that these high frequency motions are of extremely short durations (fraction of a second). As a result, these motions are of such low energy and resulting forces that they are insignificant to plant structures and equip-ment. 4 h- -...a
i. 5. O What was the nature, scope and extent of damage to safety-related and non-safety-related structures, systems and components? A Immediately following the seismic event, perry plant operators were dispatched into the plant to survey for damage. They reported back to the Control Room that they found no major damage. Subsequently a team of approximately 65 engineers and technicians was organized to perform a walkdown of all plant areas. The walkdowns found no damage to any systems or components. Although hairline cracks in concrete walls were observed, we believe these creaks to be pre-existant. In addition, more than 20 systems in operation or standby readiness continued to operate without incident.' Two pieces of non-safety operating equipment, the Auxiliary Steam Boiler and the Instrument Air Compressors, tripped on protective signals, which was not unexpected. w
7. O Did the devices which record seismic data perform in accordance with their procurement specifications?- A The seismic monitoring system consists of several types of instruments and was in the-process of being calibrated in preparation for the operation phase. For those instruments which were recently calibrated and functionally ready for service, the equipment performed in accordance with the procurement specifications. Other instrument types were in the rocess of being made ready for service and, therefore, would e expected to perform in accordance with specifications. However, all data from the instruments is being analyzed for possible use. ,w-, , - ~ ~ ,-~.-,e .,e-4

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m 8. g was the seismic data analysis performed in a timely and accurate manner? -A Yes, initial seismic. analysis was begun in a timely and accurate Further analysis of the data @, seismic monitoring A manner. instrumentation is continuing with the CEI's seismic and structural experts, as well as the instrument vendors. s 4 e~ -w,<wac~ ,co ,-n-a.,w,,,,,.,,,, ...g,
9. g_ At what time was the NRC operations center notified of this event? A. The notification of the NRC was completed at 1230, as noted on the PNPP initial notification form. Standard procedure for -this notification is to make this call over the NRC Emergency Notification System ( ENS) or " Red Phone." h r. i . =.. - _...,,, -, - g-n..n..
~ l' 11. 2 At what time were the relevent government entities in the Perry emergency planning area notified? A The initial Notification Fonn documents the notifications of the govern:nent entities in the Perry Dnergency Planning Zone as follows: p p d d M ; f,l g y [(j Ashtabula County: 1225 Geauga County: 1225 Lake county: 1225 U. S. Coast Guard: 1235 State of Ohio: 1240 {ll Y m
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12. 2 Were these communications conducted in the tinely manner specified in the Perry Deergency Plan? A Although' not a licensed facility, CEI did implement their E-Plan in response to the seismic event. The NRC was notified well within the acquired time required by the E-Plan. The site area emergency was declared at 12:06 as a precautionary measure for site personnel accounta bilit,. cM for informational notification to local officiale. The initial n< tification of the local governments was conducted in a timely manner although slightly (4 minutes) later than that specified in the plan. This is acceptable given that there was no dagger of any \\ radiation release and the notification time limit is not a requirement for an unlicensed f acility, such as P:;rP. All subsequent notifications were made in a timely manner to all parties.
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EARTHQUAKE DAMAGE ASSESSMENT REPORT o Circle Most Appropriate Phrases Name: I. Not felt except by a very few under especially favor- . ab!c circumstances. Address: II. Felt only by a few persons at rest, especislly on upper Soors of buildings. Deliestely suspended objects may (Street) l swing. III. Felt quite noticeably indoors, especis!!y on upper (City) toors of buildings, but many people do not recognize it as an earthquske. Standing motor cars may rock V* alightly. Vibration like passing of truck. Duration estimsted. (Zip Code) IV During the day felt indcors by many, outdoors by few. At. night some awakened. Dishes, windows, doors disturbed; walls make cresking sound. Senss - (County) tion like heavy truck strikin motor cars rocked noticeably. g building. Standing Site Extension: V. Felt by nearly everyone; many awakened. Sorne dishes, windows, etc., broken; a fety instances of ersched plaster; unstable objects overturned. Dis-Typ* of Housing. turbance of trees, poles and other ts!! objects some-p VI. Felt by all; many frightened and run outdoors. Some ., heavy furniture moved; a few instances of fallen Basernent Crawl Space Slab plaster ar damaged chimneys. Damage slight. VII. Everybody runs outdoors. Damage seg! buildings of good design and construction; slight to I Other moderste is well built ordinary structures; consider, i abk la poorly built or badly designed struc some chimneys broken. Noticed by persons driving motor cars. VIIL Damage slight in spetisily designed structures; con-siderable in ordinary substantist buildings with ! Type of Foundation: Soil. Rock' Clay' partial collapse; great in poorly built structures. Panel walls thrown out of frame structures. Fall of etc. 3 ehlmneys, (setory stacks, columns, monuments, walls. t Heavy furniture overturned. Sand and aiud ejected I in small amounta. Changes Ja well water. Persons ; driving motor cars disturbed. ~ Descrip; ion of effects or damage: IX. Damage considerable la specially designed strue. tures; well designed frume structures thrown out of plumb; great in substantial buildings, with partial - collapse. Buildings shifted off foundations. Ground cracked conspicuously. Underground pipes broken. X. Some well. built wooden structures destroyed; most masonry and frame structures destroyed with founds-4: ens, ground badly cracked. Rails bent. Iandslides considerable from river banks 'and steep slopes. i Ehifted sand and mud. Water splashed (slopped) over banks. XI. Few, if any (mssonry), stkactures remsin standing. 3 Bridges destruyed. Broad fissures in ground. Under. ground pipe lines completely out of service. Earth q slumps and land slips in soft ground. f!sils beat greatly.. s XII. Darnage tott.l. Waves seen on ground surfsees. I.ines of sight and level distorted. Objects thrown upward No one at home ints the air, }' l .. _ - _ - ~
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R Y' WLthot.O . 22 January 1983 07:46:57.9 41.854' 81.19l' 7 = Skm 2.7mbig Aftersbocks 01 February 1986 18:54 UT 41* 38.39' 81* 09.99' 4 3km 4 stations 02 February 1986 03:22 UT 41' 38.37' 81* 09.81' + 2.5km 6 stations 2nd Largest 03 February 1986 19:47 UT 41* 39.19' 81* 10.27'
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ML20195C894

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