ML20099C943

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Discusses Program to Resolve Local Encroachment Issue Re Humphrey Concerns,Per SER Confirmatory Issue 71.Details of Hydraulic Control Unit Floor Analysis & Evaluations of Piping & Other Structures Will Be Submitted by 841201
ML20099C943
Person / Time
Site: Clinton Constellation icon.png
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)


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" CLINToN POWER STATION. P.o. BOX 678, CLINToN. ILLINOIS 61727a

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Director (of; Nucle'ar(Re.actorjRegulation i

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Subject:

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Local Encroachments: Issue.

Related+to ths Humphrey Concerns?

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Dear?Mr.2Schwencer:

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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'

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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

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-. 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.

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se, c 2 1 Loads"on'small" structures:andipiping from: elevations 1737?-0" to?

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$755'-0" and.between azimuths 43*iand276':will.belevaluated'for water)

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" iimpact loads observed lfrosi the" encroachments; testis. : A submittal.toi the:

JNRC-lproviding the' details's,'cf;the HCU floor analysis,and:the evaluations!,

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of the piping' and other ' structures /is::anticipatedjby; December; 1;;:1984~.,

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. - 1:iPlease contactius /should you require further information.

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B.--I.! Siegel[NRC.Clinton:L' censing' Project: Manager L

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Regional Administrator, Region III USNRC;,

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