ML20128L752

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Forwards Engineering Assurance Program Technical Audit Preparation Insp Rept 50-423/85-29 at S&W in Boston,Ma on 850528-29.Program Deficiencies Re Electric Power & Civil Discipline Discussed
ML20128L752
Person / Time
Site: Millstone Dominion icon.png
Issue date: 06/21/1985
From: Grimes B
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE)
To: Opeka J
NORTHEAST NUCLEAR ENERGY CO.
Shared Package
ML20128L757 List:
References
NUDOCS 8507110452
Download: ML20128L752 (7)


See also: IR 05000423/1985029

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UNITED STATES

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NUCLEAR REGULATORY COMMISSION

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WASHINGTON, D. C. 20555

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Docket No. 50-423/85-29

JUN 21 190

Mr. J. F. Opeka

Senior Vice President

Nuclear Engineering and Operations

Northeast Nuclear Energy Company

P.O. Box 270

Hartford, Connecticut 06141-0270

Dear Mr. Opeka:

Subject: Millstone 3 Engineering Assurance Program (EAP) Technical

Audit Preparation Inspection Report 50-423/85-29

This letter conveys the results and conclusions of the inspection of review

plans for the Northeast Nuclear Energy Company's (NNECO) EA Technical Audit

(Ref. " Program for Completion of the Engineering Assurance In-Depth Technical

Audits of Millstone Unit 3 Project" dated February 19, 1985 with Revision

2 dated May 23,1985). The inspection was conducted by the NRC's Office of

Inspection and Enforcement.

The team was composed of personnel from NRC's

Office of Inspection and Enforcement, and consultants. Also present were

representatives from Region I and the Office of Nuclear Reacter Regulation.

"

The inspection took place at the Stone and Webster Engineering Corporation

(SWEC) Boston, Massachusetts from May 28, 1985 to May 29, 1985.

The NRC's inspection of the EA Technical Audit preparations for Millstone Unit

No. 3 was organized into the five major disciplines involved; viz, mechanical

systems, mechanical components, civil / structural, electric power and

instrumentation and controls.

In each of these areas, the NRC inspectors

concentrated on the preparations of SWEC review plans to implement the proposed

EA Technical Audit. khere warranted, the NRC reviewed the resumes and

certifications of the NMPC/SWEC audit teams.

As a result of the inspection, the NRC Inspection Team concluded that the

preparations and approach for the upcoming audit were in most cases in

accordance with the approved program plan and were in sufficient technical

depth to achieve program objectives subject to the following general comments:

The Engineering Assurance program is not addressing the design process

employed to analyze and resolve seismic interactions. We understand that

your approach in this area of design is similar to that used on SEP plants,

relying heavily on walkdowns to determine adverse seismic interactions.

We further understand that the acceptance criteria used in the walkdowns

is based on experience gained through the study of earthquake damage

caused in various industrial facilities. This approach is unique and

deviates from the normal manner that the seismic interaction question

has been typically addressed on other NTOL plants. We have brought this

issue to the attention of the Office of Nuclear Reactor Regulation for

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Mr. J. F. Opeka

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their review as it constitutes a potentially open licensing issue. We

understand the final SWEC EAP report will not be able to reach a conclusion

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regarding that portion of the design process addressing seismic interactions.

This will be maintained as an open issue in our EAP review pending advice to

,

IE by the Office of Nuclear Reactor Regulation on this aspect of design.

,

Instances were observed where EA auditors appeared to have intended to

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accept SWEC procedures without further review against design requirements

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or regulatory commitments.

The attributes to be assessed in some review plans need modification or

augmentation to provide for a sufficiently in-depth review.

For example,

the calculation review plan (1903-1) where used in pipe stress analysis

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doesn't consider flexibility of in-line components, confirmation of

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assured pipe support stiffness, or equipment flexibility at anchors and

the Engineering and Design Coordination Report (E&DCR) Review Plan

attributes are limited to the adequacy of the problem description and

solution stated on the E&DCR's. As such it does not consider the complete-

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ness of the problem posed including whether proper inteidiscipline

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coordination has been addressed.

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The significance of calculations solicited for review needs to be improved

in some cases. Also, where partial calculations are critical to the particular

review, calculation review sheets were not being prepared. Finally, the

calculation review plan does not address open assumptions which need later

verification nor the appropriateness and validity of computer codes used

in the calculations.

Audit of the NSSS interface was not accounted for in the electric power and

I&C disciplines.

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The following deficiencies in audit scope were noted:

(1) Civil / Structural Discipline

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Following an accident the heated containment liner will be rapidly

cooled by the actuation of the recirculation spray system (RSS).

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Therefore, it seems appropriate that the expansion and contraction of

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the containment liner plate during operation of the RSS be reviewed.

This was not being done.

In addition, the seismic analysis which

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developed the RSS equipment seismic specification was not being

reviewed.

(2) Electric Power

Containment penetration assemblies, circuit breaker coordination and

vendor documents for motor control centers, batteries, and battery

chargers were not being reviewed.

The NRC inspection team has been informed that corrective actions on all the

above items are diready in process by the EA Audit Team.

Specific comments of

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the NRC inspection team are provided in the enclosed Preparation Inspection

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Report 50-423/85-29. A fonnal response to this Inspection Report is not

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required.

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Mr. J. F. Opeka

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The program improvements that have been taken or are planned by SWEC on the

items covered in this inspection report will be reviewed by NRC during the

Implementation Review at the Millstone Unit No. 3 Site.

Sincerely,

)

w A.

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Brian K. Grimes, Director

Division of Quality Assurance, Vendor,

and Technical Training Center Programs

Office of Inspection and Enforcement

Enclosure:

Preparation Inspection Report

cc: See next page

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Mr. J. F. Opeka

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cc:

Gerald Garfield, Esq.

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Day, Berry & Howard

City Place

Hartford, Connecticut 06103-3499

Mr. Maurice R. Scully, Executive

Director

Connecticut Municipal Electric

Energy Cooperative

268 Thomas Road

Groton, Connecticut 06340

Robert W. Bishop, Esq.

Corporate Secretary

Northeast Utilities

Post Office Box 270

Hartford, Connecticut 06141

Mr. T. Rebelowski

Senior Resident Inspector Office

U.S. Nuclear Regulatory Commission

Millstone III

P.O. Box 615

Waterford, Connecticut 06385

Mr. Michael L. Jones, Manager

Project Management Department

Massachusetts Municipal Wholesale

Electric Conpany

Post Office Box 426

Ludlow, Massachusetts 01056

Regional Administrator

U.S. NRC, Region !

631 Park Avenue

King of Prussia, Pennsylvania 19406

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Mr. Karl Abraham

Public Affairs Office

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U.S. Nuclear Regulatory Commission,

Region !

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King of Prussia, Pennsylvania 19406

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June 24,1985

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Charles E. Norelius

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