ML20247B865

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Forwards Independent Design & Const Assessment Insp Rept 50-353/89-200.Executive Summary Also Encl
ML20247B865
Person / Time
Site: Limerick Constellation icon.png
Issue date: 05/17/1989
From: Varga S
Office of Nuclear Reactor Regulation
To: Hunger G
PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
Shared Package
ML20247B869 List:
References
NUDOCS 8905240263
Download: ML20247B865 (10)


See also: IR 05000353/1989200

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May 17, 1989

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, J Docket Noi 50-353

Mr. _ George A. Hunger, Jr.

Director-Licensing

ATTN: Correspondence Control Desk

. Philadelphia. Electric Company

2301 Market Street

'

Philadelphia, Pennsylvania 19101

Dear'Mr. Hunger:

SUBJECT:

INSPECTION OF CORRECTIVE ACTIONS-FOR THE INDEPENDENT CONSTRUCTION.

ASSESSMENT, LIMERICK GENERATING STATION, UNIT 2: REPORT 50-353/89-200

The Nuclear Regulatory Consnission (NRC) conducted an inspection of corrective

actions by Philadelphia' Electric Company (PECO) related to the " Program for

the Independent Design and Construction Assessment (IDCA) of Limerick Unit 2."

The NRC reviewed, on a sampling basis, PECO's corrective actions for deficien-

cies identified.in the construction assessment report published by PECO's:

independentcontractor,StoneandWebsterEngineeringCompany(SWEC),andth'e

deficiencies identified in NRC Report 50-353/88-202. This NRC inspection was.

conducted ~en-site'at Limerick Generating Station, Unit'2, during March 27-31,.

j

1989, with the exit meeting conducted March 31,.1989. Enclosed with this

'

letter are an executive sununary and the subject inspection report.

The NRC inspection team concluded that SWEC's independent construction-

assessment (ICA):ofLimerickUnit2followedtherequirementsofthe'overall

IDCA program for identifying and recording deficiencies as observation

reports. . In general, Bechtel Corporation's responses to the observation

. reports wert. comprehensive, SWEC's approval t,f the final responses were

appropriate, and Bechtel's corrective actions reviewed by the NRC team were

technica31y proper.

,

The NRC' team found, however, that the final resolution of one observation

report required additional inform & tion. 'One construction observation report

documented several pipe support grouted-ir, anchors that did not meet the

requirements for thinimum embedment length. The respoase to this observa-

l

tion report did not adequately justify excluding other' applications of

1

grouted-in anchors such as those' for platform steel and equipment anchorage.

Additional'information that PECO provided after the inspection is currently

being reviewed by the appropriate NRR technical staff.

,

l

The NkC team also reviewed, on a sampling basis, PECO's corrective actions in

l

response to deficiencies identified in NRC Report 50-353/88-202, which docu-

mented our review of SWEC's on-site ICA effort and our independent construc-

t

-tion inspection. The corrective actions in response to individual discre-

pancies noted in the report were attached to John S. Kemper's letter to the

NRC dated March 29, 1989.

In general, the responses to the NRC identified

discrepancies were appropriate and the corrective actions taken by PECO were

adequate. However, full resolution requires additional infonnation or action

8905240263 890517

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Mr. Georg] A. Hung:r, Jr.

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M8Y 17. 1989

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by PECO. Your are requested to respond to this letter

within 30 days, addressing the following:

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Verification that the wire size used for motor leads on the operator

for valve HV-52-2F001C is adequate for its application (Section

4.4.2);and

A clarification of your construction quality assurance program as

it relates to your response to COR-056 (Section 4.6).

These items have been discussed with your staff during the inspection and at

the exit meeting. Since the IDCA program did not provide a mechanism for

changing SWEC's reports, any revisions to amplify or clarify your responses

to observation repotts in the SWEC ICA report should be submitted with your

response to this report.

Similarly, any revisions to your response to NRC

report 50-353/88-202 should also be addressed in your response to this report.

Although there are several items which remain open, none of these items,

either individually or collectively, is of sufficient safety significance to

impact the upcoming licensing decisions involving Limerick, Unit 2.

The items

which remain open are listed in Enclosure 2 to this letter, one of which is

identified as as an unresolved item. These items, however, should be resolved

i

before the full power license is granted. Some of the items identified by the

inspection team may be potential enforcement findings. Any enforcement

actions will be identified by Region I in separate correspondence.

Should you have any questions concerning this inspeution, please contact me

or Mr. Eugene V. Imbro at (301) 492-0954.

Sincerely,

1

Steven A. Varga, Director

Division of Reactor Projects I/II

Office of Noclear Reacter Regulation

Enclosures:

(

1.

Executive Summary

{

2.

Inspection Report 50-353/89-200

cc: See next page

5520 Document Name: Limerick ICA Report

  • SEE PREVIOUS CONCURRENCE PAGE

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Mrf George A. Hunger, Jr.

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The NRC team also reviewed, on a sampling basis, PEC0's corrective actions in

response to deficiencies identified in NRC Report 50 353/88-202, which docu-

!

mented our review of SWEC's on-site ICA effort and our independent construc-

tion inspection. :The corrective: actions in response to individual discre.

pancies noted in the report were attached to John S. Kemper's letter to the

NRC dated March 29,' 1989.

In general, the responses to the NRC identified

discrepancies were appropriate and the corrective actions taken by PECO were

adequate. 'However, full resolution'of several items requires additional

information' or action by PECO.

Your are requested to respond to this letter

within 30 days, addressing the'following:

Verification that the wire size used for motor leads on the operator

for valve HV-52-2F001C is adequate for its application (Section

4.4.2); and

A clarification of your construction quality assurance program as

'

it relates to your response to COR-056 (Section 4.6).

These items have been discussed with your staff during the inspection and at

the exit meeting. Since the IDCA program did not provide a mechanism for

changing SWEC's reports, any revisions to amplify or clarify your responses

to observation reports in the SWEC ICA report should be submitted with your

response to this report. Similarly, any revisions to your response to NRC

report 50-353/88-202 should also be addressed in your response to this report.

Although there are'several items which remain open, none of these items, either

individually or collectively, is of sufficient safety significance to impact

the' issuance of your low power operating license. The items which remain

open are listed in Enclosure 2 to this letter, one of which is identified as

as an unresolved item. These items, however, should be resolved before the

i

full power license is granted.

Some of the items identified by the inspection

team may be potential enforcement findings. Any enforcement actions will be

identified by Region I in separate correspondence.

Should you have any questions concerning this inspection, please contact me

or Mr. Eugene V. Imbro at (301) 492-C954.

Sincerely,

Steven A. Varga, Director

Division of Rea:: tor Projects I/II

Office of Nuclear Reactor Regulation

Enclosures:

1.

Executive Summary

2.

Inspection Report 50-353/89-200

I

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cc:

See next page

5520 Document Name: Limerick ICA Report

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NAME :SStein/vjj

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DATE :05/ -/89

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05/ /89
05/ /89
05/ /89

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Mr. William M. Alden

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,

The NRC team also reviewed, on a sampling basis, PECO's corrective actions in

response to deficiencies identified in NRC Report 50-353/88-202, which docu-

mented our review of SWEC's on-site ICA effort and our independent construc-

tion inspection.

The corrective actions in response to individual discre-

pancies noted in the report were attached to John S. Kemper's letter to the

NRC dated March 29, 1989.

In general, the responses to the NRC identified

discrepancies were appropriate and the corrective actions taken by PEC0 were

adequate. . However, full resolution of several items requires additional

information or action by PECO.

Your are requested to respond to this letter

within 30 days, addressing the following:

Verification that the wire size used for motor leads on the operator

for valve HV-52-2F001C is adeauate for its application (Section

4.4.2); and

A clarification of your ce e ruction quality assurance program as

it relates to your response to COR-056 (Section 4.6).

l

These items have been discussed with your staff during the inspection and at

the exit meeting. Since the IDCA program did not provide a mechanism for

changing SWEC's reports, any revisions to amplify or clarify your responses

to observation reports in the SWEC ICA report should be submitted with your

response to this report. Similarly, any revisions to your response to NRC

report 50-353/88-202 should also be addressed in your response to this report.

Although there are several items which remain open, none of these items, either

individually or collectively, is of sufficient safety significance to impact

the issuance of your low power operating license. The items which remain

open are listed in Enclosure 2 to this letter, one of which is identified as

as en unresolved item. These items, however, should be resolved before the

full power license is granted. Some of the items identified by the inspection

team may be potential enforcement findings. Any enforcement actions will be

identified by Region I in separate correspondence.

Should you hav:e any questions concerning this inspection, please contact me

or Mr. Eugene V. 1mbro at (301) 492-0954.

Sincerely,

Steven A. Varga, Director

I

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Division of Reactor Projects 1/II

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Office of Nuclear Reactor Reguiation

Enclosures:

1.

Executive Summary

2.

Inspection Report 50-353/89-200

cc: See next page

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5520 Document Name: Limerick ICA Report O

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DATE :05/3 /89

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Mr. Georg] A. Hung:r, Jr.

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May 17, 1989

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cc w/ enclosures:

Mr. Troy B. Conner, Jr., Esq.

Mr. Ted Ullrich

Conner and Wetterhahn'

Manager - Unit 2 Startup

1747 Pennsylvania Avenue N.W.

Limerick Generating Station

Washington, DC 20006

P.O. Box A

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Sanatoga, Pennsylvania 19464

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Mr. Rod Krich, S7-1

Mr. John Doering

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Philadelphia Electric Company

Superintendent - Operations

2301 Market Street

P.O. Box A

Philadelphia, Pennsylvania -19101

Sanatoga, Pennsylvania 19464

Mr. Graham Leitch, Vice President

Mr. Thomas Gerusky, Director

Limerick Generating Station

Bureau of Radiation Protection

P.O. Box A

.

PA Dept. of Environmental Resources

Sanatoga, Pennsylvania 19464

P.O. Box 2063

Harrisburg, Pennsylvania 17120

Mr. James Linville

Single Point of Contact

U.S. Nuclear Regulatory Commission

P.O. Box 11880

Region I

.

Harrisburgh, Pennsylvania 17108

475 Allendale Road

King of Prussia, Pennsylvania 19406

Mr. Thomas Kenny

Mr. Philip J. Duca

Senior Resident Inspector

Superintendent - Technical

U.S. Nuclear Regulatory Commission

Limerick Generating Station

P.O. Box 596

P.O. Box A

Pottstown, Pennsylvania 19464

.Sanatoga, Pennsylvania 19464

Mr. Joseph W. Gallagher

Institute of Nuclear Power Operations

Vice President, Nuclear Services

1100 Circle 75 Parkway

Philade'iphia Electric Company

Atlants, Georgia 30339

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2301 Market Street

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Philadelphia, Pennsylvania 19101

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Mrc John S. Kemper

Mr. David Honan, N2-1

Senior Vice President - Nuclear

Philadelphia Electric Company

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Philadelphia Electric Compeny

2301 Market Street

2301 Narket Street

Philadelphia, Pennsylvania 19101

Philadelphia, Pennsylvania 19101

Mr. W. Baranowski

Assistant Project Manager, IDCA

Stone & Webster Engineering Corporation

Cherry Hill Operations Center

3 Executive Campus

P.O. Box 5200

Cherry Hill, New Jersey 08034

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EXECUTIVE SUMMARY

INSPECTION REPORT 50-353/89-200

LIMERICK GENERATING STATION - UNIT 2

The Nuclear Regulatory Commission (NRC) monitored the design and construction

aspects of the Limerick independent design and construction assessment (IDCA)

in three phases:

(1) preparation of the review plans, (2) implementation of

the review plans and performance of the review, and (3) evaluation of the

final IDCA report including assessment of the corrective actions. This

inspection concerned the third phase of the construction assessment, evalua-

tion of the report and corrective actions, and was conducted at the Limerick

site.

The NRC inspection team reviewed the independent construction assessment (ICA)

report written by the IDCA contractor, the Stone and Webster Engineering

Company (SWEC), including the construction action item (CAI) reports and

construction observation reports (CORs) issued during SWEC's ICA effort. The

team also evaluated a sample of Bechtel's responses and corrective actions

concerning SWEC's CAls and CORs, as well as discrepancies identified by the

NRC'sindependentinspectiondocumentedinInspectionReport(IR)

50-353/88-202.

Overall, the team found that SWEC properly followed the IDCA program for

reporting deficiencies and discrepancies on observation reports and for

accepting only appropriate responses to the CORs. The team also found that,

with several exceptions, the responses provided to SWEC were appropriate and,

with one exception, the corrective actions were complete and properly

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implemented. The team also found that with only a few exceptions, the

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responses and corrective actions for the NRC-identified deficiencies were

appropriate and properly implemented.

In fact, the team was favorably

impressed with the licensee's efferts to determine the scope of identified

deficiencies.

The following are the instances in which the team found that the responses to

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SWEC CORs and NhC-idtatified issues were incomplete and full resolution

required additional inforn.ation or licensee action. The first three issues

below remain open for additional action by the licensee or the NRC,

Cechtel's review for COR-34, which identified grouted-in anchors not

a.

meeting minimum embedment, revealed that this deficiency applied to 23

pert.ent of the grouted-in anchors examined. Bechtel's response to the

C0R only addressed anchors for large-bore pipe supports and excluded

other applications of grouted-in anchors based on the presumed inherent

conservatism in the design of these other uses, but did not document the

specific conservatism and safety factors on which Bechtel based this

exclusion. Additional information provided by the licensee after the

inspection is currently under review by the NRC staff.

b.

SWEC issued COR-56 to document what was thought to be a trend of changes

made to inspected and accepted equipment in electrical equipment instal-

lations. Bechtel's response stated in part that the site's quality

assurance (QA) program was a graduated ona that was " sufficient to assure

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the [ safety-related] equipment's function. The team found this defini-

tion of the site's nuclear QA program to be narrow. The licensee drafted

a position paper to clarify the meaning of the COR response and describe

the philosophy of its nuclear QA program. The license committed to

provide the clarification in a response to this inspection report.

c.

The NRC team questioned, in Section 4.5.2.1 of IR 50-353/88-202, the

qualification and size of motor leads for the operator on valve

HV-52-2F001C. The licensee adequately resolved the question regarding

environmental qualification, but did not address the question regarding

vire size. The licensee needs to verify that the wire's properties

are consistent with the design requirements of the motor-operated valve.

d.

The NRC team discussed, in Section 4.5.2.1 of IR 50-353/88-202, a concern

regarding reactor protection system (RPS) cables and engineered safety

system (ESS) cables sharing a common penetration. The final safety

analysis report (FSAR) did not address this configuration. The team's

review of this concern found the technical justification adequate.

However, the FSAR was not updated to reflect the actual design and

as-built configuration until after this inspection.

e.

In Section 4.4.2.1 of IR 50-353/88-202, the NRC team documented a concern

regarding a lack of cadweld sister splice testing as described in the

FSAR. Although the technical adequacy of the licensee's response was

satisfactory, the licensee's evaluation identified a high rate (approxi-

mately 10 percent) of missed sister splice testing. Because of this high

rate of missed cadweld sister splice testing and as a result of this

inspection, the licensee initiated an update to the FSAR that reflected

the methods used to satisfy the FSAR cadweld requirements,

f.

Bechtel's response to COR-007 was not complete. The response only

documented the evaluation of the radiographic indications associated with

one of three low pressure coolant injection welds identified by the COR.

The NRC determined that in fact the Bechtel and General Electric Company

corrective actions for sycluating the radiographs were complete *6y satis-

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factory for all three welds, and the results of these actions were

cocumented in Bechtel's response to CAI-022.

Based on the team's findings, in conjunction with the SWLr ICA results, the

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tecm concluded that a weakness had existed in the site's QC progran..

This

weekness, identified as unresolved item 89-200-01, resulted in certain

deficiencies not bdng identified and certain installations not beinb

inspected with adequate criteria. The team noted that the licensee had taken

the appropriate corrective action for the deficient conditions identified by

the SWEC ICA group and the NRC inspection team. The team also concluded,

based on the scope of the SWEC and NRC inspections, that these concerns did

not constitute a programmatic breakdown since the majority of equipment

inspected was properly installed. Examples of the deficiencies include:

Required washers, jam nuts, and staked threads missing from

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foundation connections on many items of equipment;

A lack of inspection criteria of embedment length for grouted-in

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anchors that resulted in 23 percent of installations reviewed not

meeting requirements for minimum embednient;

ES-2

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Failure of 35 structural installations to have bolt threads

excluded from the connections' shear plane as required; and

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Failure to inspect welds substituted for bolts at five connections,

and use of inadequate criteria for inspection of substituted welds,

which failed to identify 52 connections that did not meet the

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appropriate criteria,

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Although several issues reviewed by the team have not yet been fully resolved,

none of the items are of sufficient safety significance to impact the up-

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coming licensing decisions dealing with Limerick Generating Station, Unit 2.

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However, the issues should be resolved before the full power license is

granted.

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LIST OF OPEN ITEMS

Inspection Report 50-353/89-200

Limerick Generating Station, Unit 2

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The following items remain open pending additional information from or action

by the licensee, or additional review by the NRC. One issue has been assigned

an NRC Region I tracking number as an unresolved item (UI).

NRC review of additional information regarding Bechtel's resolution of

grouted-in anchors that did not meet minimum embedment depths (Section

4.3.1).

The licensee's verification that the wire size used for motor leads on

the operator for valve HV-52-2F0010 is adequate for its application

(Section 4.4.2).

The licensee's clarification of its construction quality assurance

program as it relates to Bechtel's response to Construction Observation

Report 056 (Section 4.6).

NRC-identified trend associated with improperly performed quality

control inspections (UI 88-200-01, Section 4.6).

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