ML20040F405

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IE Insp Rept 50-373/81-51 on 811222.No Noncompliance Noted. Major Areas Inspected:Licensee Response to NRC Concerns Re as-built Structural Design Drawings
ML20040F405
Person / Time
Site: LaSalle Constellation icon.png
Issue date: 01/13/1982
From: Key W, Landsman R, Williams C
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
To:
Shared Package
ML20040F397 List:
References
50-373-81-51, NUDOCS 8202090162
Download: ML20040F405 (3)


See also: IR 05000373/1981051

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U.S. NUCLEAR REGULATORY COMMISSION

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REGION III

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Report No. 50-373/81-51

Docket No. 50-373

License No. CPPR-99

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Licensee: Commonwealth Edison Company

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Post Office Box 767

Chicago, IL 60690

Facility Name: LaSalle County Station, Unit 1

Meeting At: Region III office, Glen Ellyn, IL

Meeting Conducted: December 22, 1981

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Inspectors:

R. B. Landsman

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W. J. Key

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Approved By:

C. C. Williams, Chief

Plant Systems Section

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Inspection Summary

Meeting on December 22, 1981 (Report No. 50-373/81-51)

Areas Inspected: This was a special announced meeting to discuss the

licensee's response to the NRC concerns about LaSalle County as-built

structural design drawings. This meeting involved a total of 44

inspector-hours at the Region III office by eleven NRC inspectors.

Results: No items of noncompliance or deviations were identified.

8202090162 820127

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DETAILS

1.

Attendees

Ccmmonwealth Edison Company

B. Lee, Vice President

L. De1 George, Manager of Nuclear Licensing

D. Skoza, Engineering Staff, LaSalle Construction

B. Stephenson, Project Manager, LaSalle

B. Shelton, Station Nuclear Engineering Department

R. Cosarro, Construction Superintendent, LaSalle

D. Shamblim, Staff Assistant, Project Manager, LaSalle

A. Kleinrath, Manager of Station Construction

J. Maley, Manager of Projects

C. Sargent, Licensing

W. Shewski, Manager QA

T. Quaka, Site QA Superintendent

R. Rose, Supervisor Construction Engineering - Structural

Sargent & Lundy

R. Mazza, Project Di ector

K. Kostal, Assistant Ma.'ager - Structural Department

V. Reklatis, Structural Project Engineer

NRC

J. Keppler, adminstrator

A. Davis, Assistant Administrator

C. Norelius, Director, DETI

R. Spessard, Director, DRPI

I. Jackiw, Chief, Test Program Section

R. Walker, SRI, LaSalle

S. Shepley, RI, LaSalle

F. Hawkins, Reactor Inspector

J. Gilray, NRR, QA Branch

A. Bournia, NRR Project Manager

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Meeting

The meeting was initiated by Region III to discuss the licensee's

progress to date on the issues raised from the ongoing Region III

inspection of as-built structural design drawings.

The licensee presented the results of an accelerated inspection

effort conducted in the primary containment drywell to determine

if the as-built structural steel in the drywell is consistent

with final design packages. The licensee's inspection effort was

initiated as a result of the NRC Region III inspection findings.

The licensee stated that they had conducted visual inspections of

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263 structural steel beams in the drywell. All of the structural

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steel beams inspected had been modified in some manner (i.e., a

design change had been made to' the structural steel) via a field

change request (FCR). The licensee performed all inspections using

the FCR's as acceptance criteria and Sargent and Lundy design per-

sonnel as inspectors.

The licensee's findings frc>m these inspections indicated that two

other deficiencies of a minor nature were found in the 263 beams

inspected. These two defiuiencies are in addition to the one found

by NRC Region III inspection activity.

fhe licensee stated that none

of the defects, including the one found by NRC Region III personnel,

would have resulted in tailure of a component to perform its safety

function.

The licensee also stated that the errors and discrepancies found in

the "as-built" drawings by the NRC inspection effort were the result

of a lack of understanding as to what constitutes a final design

package. The licensee stated that the final design package, which

would accurately represent the "as-built" condition, consists of

FCR's, shop drawings, and the supporting calculations.

The meeting ended with the licensee verbally committing to do the

following:

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a.

Continue inspecting structural steel placement in the primary

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containment drywell until 100% of the accessible structural

steel affected by FCR's can be confirmed to be consistent with

final design packages.

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b.

Provide the NRC with a statistical based sampling program of

structural steel outside of the primary containment drywell to

be reinspected to confirm that the structural steel construction

is consistent with the final design package.

c.

Provide the NRC with a clear definition of what constitutes a

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final design package.

d.

Review their current procedures for updating drawings to see if

they can be modified to incorporate a requirement for more timely

updating of drawings to incorporate design changes /FCR's.

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