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- /LLIN0/8 POWER COMPANY U-10183 CLINTON POWER STATION, P.O. BOX 678, CLINTON, ILLINOIS 61727 July 26, 1984 | |||
: Docket No. 50-461 Mr. James G. Keppler-Regional Administrator Region III U.S. Nuclear Regulatory Commission | |||
'799 Roosevelt Road | |||
" Glen Ellyn, IL 60137 | |||
~ | |||
~ | |||
==Subject:== | ==Subject:== | ||
Potential 10CFR50.55(c) Deficiency 55-84-15: | Potential 10CFR50.55(c) Deficiency 55-84-15: | ||
Skewed Auxiliary Steel Connections b- | Skewed Auxiliary Steel Connections b- | ||
==Dear Mr'. Keppler:== | ==Dear Mr'. Keppler:== | ||
-On June 29, 1984, Illinois Pnwer Conpany notified Mr. F. | |||
?Jablonski,ENRC. Region III,-(Ref: | |||
IP Memorandum Y-20708 dated | |||
' June 29, 1984) of a potentially reportable deficiency concerning theLfabrication and installation of skewed auxiliary steel connections without the required approved design details. | |||
Our | |||
: investigation of this issue is continuing, and this letter is submitted as an interim report in accordance with the requirements of 10CFR50.55(e) (3). | : investigation of this issue is continuing, and this letter is submitted as an interim report in accordance with the requirements of 10CFR50.55(e) (3). | ||
-Statement of Potentially Reportable Deficiency / Background The Clinton, Power Station (CPS) Constructor generated 13 LField Change Requests (FCRs) which indicate that 37 cable tray h_ | |||
LField Change Requests (FCRs) which indicate that 37 cable tray | ~ | ||
; support and~221 conduit support hangers were installed in Seismic I areas utilizing skewed auxiliary steel connections. | |||
LCategory wed auxiliary steel connections were' fabricated and (These'see | |||
I areas utilizing skewed auxiliary steel connections. | -installed without approved design details. | ||
LCategory | The Constructor used La. standard ~90*, | ||
double angle connection detail from Sargent & | |||
Lundy (S&L) drawing E05-1912 as a guide in bending the clip angles tolthe angle required.co suit the configuration of the auxiliary steel in the field. The final as-built skewed connection,:neither conforms to approved design details, nor to | Lundy (S&L) drawing E05-1912 as a guide in bending the clip angles tolthe angle required.co suit the configuration of the auxiliary steel in the field. | ||
The final as-built skewed connection,:neither conforms to approved design details, nor to | |||
-standard suggested skewed connection details of the AISC Manual. | |||
Investigation Results/ Corrective Action Illinois Power has prepared and is implementing an | Investigation Results/ Corrective Action Illinois Power has prepared and is implementing an | ||
; investigation plan.to determine the extent of this problem at L CPS. - The investigation plan includes: | |||
1. | |||
A~ review will be performed to identify all conduit and cable | |||
: tray supports , utilizing skewed auxiliary steel connections that were installed-without approved design details. | : tray supports, utilizing skewed auxiliary steel connections that were installed-without approved design details. | ||
9 D | |||
8408080540 840726 | i 8408080540 840726 bfL t | ||
,t PDR ADOCK 05000461 gg(0i S-PDR | |||
C | C | ||
~ | |||
I6T' * | I6T' * | ||
~ | |||
}] | }] | ||
m | ;Mr.iJcmes1G. Keppler | ||
. Page 2 July 26, 1984 m | |||
+ | |||
w | w | ||
' 2 ~. ; | |||
;Nonconformance. Reports-(NCRs) will be generated to document da Ethose nonconforming or. indeterminate connections identified 1 | |||
lbyLitem #1. | |||
: approved . site . procedures . | These NCRs will be resolved:in accordance with | ||
1' | = | ||
: approved. site. procedures. | |||
J4.. | 1' 13. | ||
(S&Lwillianalyze'andevaluateeachas-builtconnection, f | |||
. identified'in item fl, for adequacy.to carry design loads. | |||
covering generic skewed.connectionLdetails.that will be. utilized | ~ | ||
J4.. | |||
xu | :Baldwin Associates Quality Assurance Group will evaluate "thisipotential problem with respect to similar skewed connections which may have been installed by other l | ||
disciplines. | |||
1 | |||
. Corrective action taken on this issue to date includes the tissuing of Field Engineering Change Notice l(FECN) No. 4986 covering generic skewed.connectionLdetails.that will be. utilized 2 | |||
: significance.of the' issue.will be assessed after further ibackground;information.is: evaluated._ It is anticipated that | >for;all future installations of cable tray supports. | ||
S&L-is also f | |||
(preparing another generic 1FECN covering skewed connection details | |||
.for. future installation-of. conduit-supports. | |||
Sincerely yours, x | u xu | ||
? Safety Implica'tions/ Significance Illinois-Power Company's-investigation of this potentially | |||
" reportable deficiency is continuing. | |||
The safety implications and | |||
~ - | |||
: significance.of the' issue.will be assessed after further ibackground;information.is: evaluated._ It is anticipated that | |||
;tapproximatelyfninety;(90) days'will be necessary toicomplete our w- | |||
. 1 investigation and to file a final' report on the matter. | |||
MWe'' trust ~that thisLinterim' report _provides you sufficient | |||
. background information.to perform-a general assessment of this potentially'. reportable deficiency and~ adequately describes our overall'approachcto resolve the problem. | |||
Sincerely yours, x | |||
~ | |||
P. Hall Vice President f' | |||
!.RLC/cah-Lc'c: ~ NRC; Resident Office- | |||
. Director, Office ofDI&E,-US NRC, Washington, DC 20555 Illinois Department of. Nuclear Safety | |||
.INPO Records Center. | |||
s. | s. | ||
e | e t | ||
h | |||
* L U}} | * L U}} | ||
Latest revision as of 09:43, 13 December 2024
| ML20094D830 | |
| Person / Time | |
|---|---|
| Site: | Clinton |
| Issue date: | 07/26/1984 |
| From: | Hall D ILLINOIS POWER CO. |
| To: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| 55-84-15, U-10183, NUDOCS 8408080540 | |
| Download: ML20094D830 (2) | |
Text
.
),, [
c.
8/r1O L
1605-L
- /LLIN0/8 POWER COMPANY U-10183 CLINTON POWER STATION, P.O. BOX 678, CLINTON, ILLINOIS 61727 July 26, 1984
- Docket No. 50-461 Mr. James G. Keppler-Regional Administrator Region III U.S. Nuclear Regulatory Commission
'799 Roosevelt Road
" Glen Ellyn, IL 60137
~
~
Subject:
Potential 10CFR50.55(c) Deficiency 55-84-15:
Skewed Auxiliary Steel Connections b-
Dear Mr'. Keppler:
-On June 29, 1984, Illinois Pnwer Conpany notified Mr. F.
?Jablonski,ENRC. Region III,-(Ref:
IP Memorandum Y-20708 dated
' June 29, 1984) of a potentially reportable deficiency concerning theLfabrication and installation of skewed auxiliary steel connections without the required approved design details.
Our
- investigation of this issue is continuing, and this letter is submitted as an interim report in accordance with the requirements of 10CFR50.55(e) (3).
-Statement of Potentially Reportable Deficiency / Background The Clinton, Power Station (CPS) Constructor generated 13 LField Change Requests (FCRs) which indicate that 37 cable tray h_
~
- support and~221 conduit support hangers were installed in Seismic I areas utilizing skewed auxiliary steel connections.
LCategory wed auxiliary steel connections were' fabricated and (These'see
-installed without approved design details.
The Constructor used La. standard ~90*,
double angle connection detail from Sargent &
Lundy (S&L) drawing E05-1912 as a guide in bending the clip angles tolthe angle required.co suit the configuration of the auxiliary steel in the field.
The final as-built skewed connection,:neither conforms to approved design details, nor to
-standard suggested skewed connection details of the AISC Manual.
Investigation Results/ Corrective Action Illinois Power has prepared and is implementing an
- investigation plan.to determine the extent of this problem at L CPS. - The investigation plan includes
1.
A~ review will be performed to identify all conduit and cable
- tray supports, utilizing skewed auxiliary steel connections that were installed-without approved design details.
9 D
i 8408080540 840726 bfL t
,t PDR ADOCK 05000461 gg(0i S-PDR
C
~
I6T' *
~
}]
- Mr.iJcmes1G. Keppler
. Page 2 July 26, 1984 m
+
w
' 2 ~. ;
- Nonconformance. Reports-(NCRs) will be generated to document da Ethose nonconforming or. indeterminate connections identified 1
lbyLitem #1.
These NCRs will be resolved:in accordance with
=
- approved. site. procedures.
1' 13.
(S&Lwillianalyze'andevaluateeachas-builtconnection, f
. identified'in item fl, for adequacy.to carry design loads.
~
J4..
- Baldwin Associates Quality Assurance Group will evaluate "thisipotential problem with respect to similar skewed connections which may have been installed by other l
disciplines.
1
. Corrective action taken on this issue to date includes the tissuing of Field Engineering Change Notice l(FECN) No. 4986 covering generic skewed.connectionLdetails.that will be. utilized 2
>for;all future installations of cable tray supports.
S&L-is also f
(preparing another generic 1FECN covering skewed connection details
.for. future installation-of. conduit-supports.
u xu
? Safety Implica'tions/ Significance Illinois-Power Company's-investigation of this potentially
" reportable deficiency is continuing.
The safety implications and
~ -
- significance.of the' issue.will be assessed after further ibackground;information.is: evaluated._ It is anticipated that
- tapproximatelyfninety;(90) days'will be necessary toicomplete our w-
. 1 investigation and to file a final' report on the matter.
MWe trust ~that thisLinterim' report _provides you sufficient
. background information.to perform-a general assessment of this potentially'. reportable deficiency and~ adequately describes our overall'approachcto resolve the problem.
Sincerely yours, x
~
P. Hall Vice President f'
!.RLC/cah-Lc'c: ~ NRC; Resident Office-
. Director, Office ofDI&E,-US NRC, Washington, DC 20555 Illinois Department of. Nuclear Safety
.INPO Records Center.
s.
e t
h
- L U