ML20099C943
| ML20099C943 | |
| Person / Time | |
|---|---|
| Site: | Clinton |
| Issue date: | 11/15/1984 |
| From: | Spangenberg F ILLINOIS POWER CO. |
| To: | Schwencer A Office of Nuclear Reactor Regulation |
| References | |
| U-0762, U-762, NUDOCS 8411200126 | |
| Download: ML20099C943 (2) | |
Text
,
m
.z
~
N
.)[^.
^
c
!q w
f);: ~ *+
. A p e,.,.
M%
t
+
[,hsk, [y,I ~,
N
[ ~
~
~ ?4 z y.o77 ~
s i
,2
- cJ - dL01-84(11M5)-L 7;\\
. %;W ' %%g;j
~ m W
N ;
4 s
K
_ Q"
- P23-84(11-15)-L' W e. M - ~ g' m._
Mi
.IA.120 a~
n@' - M fil/N018. POWER COMPANW~
'. 1
~
- C
' (iy' d
7-
=
_.L'4c^
' %,,1?[a ;-Mn
" CLINToN POWER STATION. P.o. BOX 678, CLINToN. ILLINOIS 61727a
~
_s
"~
.-U l s
U-T
- Novmeberil5,"1984 ;
WlM
~,
y :-
'^
[Q
%i
,7
+
- m/.N..
n J, I
" Docket No~.' :50-461' s
.7 y~
,m s..
Director (of; Nucle'ar(Re.actorjRegulation i
- Attention: iMri"A'.4SchwencerWChief, j'
3 f.'7 L
y y '
7:
E Licensing Branch'No,r2/
~
/ Division ofsLicensing a._
1 y._,"
"U.fS.(Nuclear) Regulatory; Commission
,D J
'WashingtoniD.C. ;20555... ~
~
f x
x a<
m i
r s
.m
- - -,,. - i,. - -
m.c
Subject:
iClintonPower=StationUnit1<
"W SER-ConfirmatoryiIssuel71' (x,
~
^.
- Local Encroachments: Issue.
Related+to ths Humphrey Concerns?
(
Dear?Mr.2Schwencer:
+
e In'let_teriU-0756jdated Oct$ber-24 1984,dllinois: Power Company,
.provided the,NRC;with-a program to, resolve the local' encroachments issu'e, j@j -
relatedjtog the'Humphrey concerns.- This program is divided'into two; parts' - a. generic program," established'by the Containment Issues;0wners (Group (CIOG),fand.a plant-specific program ~. In :Illinoik Power's plant-specific program, we committed to determine lo' ads from'1/10-scale
encroachments'te'sts and provide load application information, for which'
~
the. adequacy /ofl structures can be determined.
A plant-specific.loadLhas been established from the 1/10-scale encroachments tests consistent with General Electric's generic methodology. : Loads were. determined on structural beams and the concrete JG
. portion of the Hydraulic Control Unit (HCU)-floor based upon observations from the. tests on' pool surface curvature,. velocity and U,_
-water ligamentithickness. The' methodology for which these loads were~
n developed will.be presented to the NRC by the CIOG in mid-November.
The load was applied to the entire-HCU ficor. However, only the area between 54*jand 76* (approximately 351) lies directly above the l
p
-. encroachment.. Applying the load over the entire floor is a conservative 1R representation of the' actual' impact area.. An assessment of the HCU floor structure has'been: completed using this load. The'results of this E
iwork have indicatedithat the floor is capable-of withstanding this loading.
n.Y.
A
- a
~
l R
i s
(4
(
hk1120 6 gdg
}
g o
'em -
E 1
Al j
r 3
+
.g,7
-.. -. - -. -. = -..-
Ry y
w% -
7, e
- e
- p Q,
- \\
C c ' ) 9.. M '_
l,,
O;:
- s
.w 3 y_
(
- i '
'E
- . A ~
" s% ~
?-
l k
4 s
- v4762[;
, g;'
- p
.n:.
. J
.,i ~,.
L L0144(11415)--L'l,
.' ^
~
, ~
s
~
Jw 1 -
~ 01A.120s
~
W
^
u
~'
- - :: P23-64 (11-15)-LQ ~ -.
,-b c
4 t
+m
~
H
.v,
.J; a;
- c. _
y
_ y e
se, c 2 1 Loads"on'small" structures:andipiping from: elevations 1737?-0" to?
s
$755'-0" and.between azimuths 43*iand276':will.belevaluated'for water)
~
f'.'
" iimpact loads observed lfrosi the" encroachments; testis. : A submittal.toi the:
JNRC-lproviding the' details's,'cf;the HCU floor analysis,and:the evaluations!,
1
< 2 :'.
J
- of the piping' and other ' structures /is::anticipatedjby; December; 1;;:1984~.,
~
~
. - 1:iPlease contactius /should you require further information.
n
~
LSir cerel <yours,
{
~
]ao m
o
^
HD y
- F.fA. S mge(erg - /
fiq
^ ',
'.' Directo
- Nuclear Me.ensing;
/3 1
2
'and Configuration?
~
(
-Nuclear Station Engineering ~
.4 ;
_.. z...
,JJLP/lm.-
2
- ic
- B.--I.! Siegel[NRC.Clinton:L' censing' Project: Manager L
i J NRC Ires'ident = 0f fice' '
Regional Administrator, Region III USNRC;,
s T
jIllinois Department of Nuclear Safety-
}'_,
e
^
- .-is i.-
t.
i.
)
c.
u y
/
4
_ 4 F
P m..
. f._. *
, ' ~
, 1
..M 9
f
{
/* l
't
-...