ML18036A692

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Insp Repts 50-259/92-12,50-260/92-12 & 50-296/92-12 on 920316-27.No Violations Noted.Major Areas Inspected: Contractor Activities Associated w/4,160-volt Loop Upgrade & Licensee Incident Investigation Rept
ML18036A692
Person / Time
Site: Browns Ferry  Tennessee Valley Authority icon.png
Issue date: 04/17/1992
From: Christnot E, Kellogg P, Patterson C
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
To:
Shared Package
ML18036A690 List:
References
50-259-92-12, 50-260-92-12, 50-296-92-12, NUDOCS 9205120227
Download: ML18036A692 (22)


See also: IR 05000259/1992012

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UNITED STATES

NUCLEAR REGULATORY COMMISSION

REGION II

t0'I MARIETTASTREET, N.W.

ATLANTA,GEORGIA 30323

Report Nos.: 50-259/92-12, 50-260/92-12,

and 50-296/92-12

Licensee:

Tennessee

Valley Authority

6N 38A Lookout Place

1101 Market Street

Chattanooga,

TN 37402-2801

Docket Nos.:

50-259, 50-260, and 50-296

License Nos.:

DPR-33, DPR-52, and DPR-68

Facility Name:

Browns Ferry Units 1, 2, and 3

Inspection at Browns Ferry Site near Decatur, Alabama

Inspection Conducted: March 16 - March 27, 1992

<S-YC

C. A. Patterson,

Senior Reside t Inspector

E. Christnot, Resident Inspector

u-/y~

Date Signed

Approved by:

Pa

I

Reactor Pro

c s, Section 4A

Division of Reactor Projects

te

Igned

SUMMARY

Scope:

This special resident inspection included a review of contractor activi-

ties associated

with the 4160 volt loop upgrade.

The licensee inci-

dent investigation report, advance authorized forms, drawing updates,

design change closure, and previous enforcement actions were re-

viewed.

9205120227

920417

PDR

ADOCK 05000259

8

PDR

One violation with two examples for failure to control design activities

was identified, paragraph four. The first example was that a con-

struction contractor signed for design engineering on several design

documents without proper authorization.

The second example was

that a primary drawing was not updated for four months after modifi-

cations had been installed and the system returned to service.

Weaknesses

were identified in the licensee's incident investigation of

event, paragraph five. The root cause was incorrect.

Procedures

are

in place to control update of drawings.

Organization interfaces be-

tween Unit 2 and Unit 3 were questioned by the Operational Readi-

ness Team Inspection.

The licensee established controls prior to

restart of Unit 2.

Continuing problems have occurred with contractor controls, para-

graph nine.

This includes removal of fire wrap, boot incident, tele-

communication contractors, access control, and Bechtel stop work.

REPORT DETAILS

Persons Contacted

Licensee Employees:

"O. Zeringue, Vice President, Browns Ferry Operations

"H. McCluskey, Vice President, Browns Ferry Restart

"J. Scalice, Plant Manager

"J. Swindell, Restart Manager

M. Herrell, Operations Manager

"J. Rupert, Project Engineer

"M. Bajestani, Technical Support Manager

R. Jones, Operations Superintendent

A. Sorrell, Maintenance Manager

G. Turner, Site Quality Assurance Manager

"R. Baron, Site Licensing Manager

"J. McCarthy, Unit 3 Licensing

"P. Salas, Compliance Supervisor

J. Corey, Site Radiological Control Manager

A. Brittain, Site Security Manager

Other licensee employees or contractors contacted included licensed reactor

operators, auxiliary operators, craftsmen, technicians, and

public safety

officers; and quality assurance,

design, and engineering personnel.

NRC Personnel:

P. Kellogg, Section Chief

"C. Patterson,

Senior Resident Inspector

"E. Christnot, Resident Inspector

"Attended exit interview

Acronyms and initialisms used throughout this report are listed in the last

paragraph.

'tatementof Problem

During routine plant meetings, the inspector became aware. of the delays

associated

with completing Incident Investigation (II) II-B-92-006, Primary

Drawing Configuration Discrepancies Discovered During Restoration of 4160

Loop Line. Also, another

II concerning SWEC doing unauthorized design

work for a TACF associated

with temporary power from the 4160 Loop Line

had recently been completed.

After careful review of the II-B-92-006, the

inspector concluded the root cause and root cause statement were incorrect.

The II was defensive, contained inaccurate statements,

and only addressed

the specific event.

Further review revealed that three lls, 4 DCNs,

1 ECN,

1 FDCN,

1 TACF,

and

1 primary drawing were involved in the configuration control problem.

This represented

a significant breakdown in design control. The unit had

been shutdown for several years to reestablish the design baseline and

regain configuration control.

Procedures were in place to close designs and

update the drawings necessary to restore Unit 2 to operation.

The three lls involved are as follows:

11-B-91-1 60

Inadequate Control of Contractor and Sub

Contractor Work Activities on Communica-

tion and Telephone Equipment

II-B-91-1 68

Unit 3 Temporary Power Alteration Control

Form Approval

II-B-92-006

Primary Drawing Configuration. Discrepancies

Discovered During Restoration of 4160 V

Loop Line.

3.

Description of the Event

May 8, 1986

ECN P5235 was issued for the design of a new

4KV Loop Line. This design interfaces with the

4KV Cooling Tower Switchgear C and D. WP No.

0009-86, which was written for the ECN, closed

on May 27, 1988, modifying only Switchgear D.

When the drawings were updated, primary drawing

35W713-2 was "as-constructed" to reflect both

Switchgear C and D being complete, which was

the "as-designed" condition, not the "as-con-

structed" configuration.

Therefore, the configura-

tion of the new 4KV Loop'Line was incorrectly

depicted on the "as-constructed" drawing prior to

Unit 2 restart.

Prior to

Four other DCNs (W9277A, W9278A, W16713A, and

January 13, 1992 W16836A)had been issued and partially or totally imple-

mented.

None of the DCNs had been clo'sed and associ-

ated drawings had not been updated.

January 13, 1992 A storm knocked out the Athens 161 KV line tripping

power to the 4160 Loop Line. During restoration, Opera-

tions personnel discovered discrepancies between prima-

ry drawing 0-35E713-2

RC, the single-line wiring diagram

of the loop line, and the actual field configuration.

January 14, 1992 Complete restoration of the line.

Januaiy 15, 1992

Site Engineering issued drawing 0-35E713-2

ROOO to

supersede

as-constructed

drawing 0-35E713-2

RC and

added the four DCNs.

DCN W16713

4KV North Loop for Outage Contrac-

tor Facility and Contractor Specialty

Trailers

DCN W16836

4KV South Loop for Unit 3 Change

Houses and Restrooms

DCN W9277

4KV Cooling Tower Switchgear C

Loop for the Nuclear Telecommunica-

tions System Project Node 2 Building

DCN W9278

4KV Loop for the Telecommunications

and Computer Center Building

January 17, 1992 TACF 3-91-004-100

R4 issued for drawing No. 0-35E-

713-1 R001 to relocate S4 substation, correct switch

positions, add ground and minor revisions, add temporary

power for Unit 3 reactor building.

The problems associated

with the TACF were addressed

in ll-B-91-168.

The problems associated

with the control of subcontractors

in DCN W9277

and W9278 were addressed

in ll-B-91-160. Violation 91-42-02 was issued

for not following a site procedure for control of contractors.

The total configuration problem is addressed

in Il-B-92-006.

4

Problems with Design Control (37700, 37702)

Two problems occurred with the 4160 volt loop upgrade.

First, SWEC

performed the design work without adequate authorization from SE.

A Unit

3 PM gave verbal authorization to SWEC and followed up with a task

description with the FPB out of Knoxville. The FPB tended to act indepen-

dently from SE even though SE had been given responsibility for the 4160

volt loop line calculation.

The FPB was recently dissolved during a corporate

reorganization.

The Unit 3 PM overlooked the design interfaces.

SWEC

signed for design engineering on DCN W16836A, on 12 AA forms for F-

DCN F16903, on TACF 3-91-004-100,

on drawing approval for work orders

91-44565-00 and 91-44565-01

and to a 10 CFR 50.99 safety assessment

for a temporary alteration.

Site procedure SSP-9.3 (formerly SDSP 8.11),

Plant Modifications and Design Control, establishes

the controls for design

change.

This is the first example of VIO 259, 260,296/92-12-01,

Failure to

Control Contractor Design Activities.

The second problem was that the primary drawing (control room drawing)

was not updated after modifications were completed and the system re-

turned to service.

Nuclear Engineering Procedure,

BFEP Pl 89-06, requires

that prior to return to service primary and critical drawings be revised and

issued.

This is the second example of VIO 259, 260, 296/92-12-01,

Failure

to Control Contractor Design Activities.

The inspectors noted that the onsite fire protection 1000 KVAbladder tank

load (138.8 amps) is powered from the 4160 volt loop. This fact was

discussed

in NQASE Audit No. BFA 92204.

Also, discussed

was that the

safety assessment

did not address loads listed in FSAR tables.

Periodic

testing of the outside loop fire pump is covered in Fire Protection Program

Plan Procedure,

FPP-2.

This procedure is identified as a quality related

procedure.

Review of Incident Investigation Report (II-B-92-006) (40500)

The inspector reviewed the II and noted several items that were not ade-

quately assessed.

a.

Root Cause Incorrect

The root cause and root cause statement were incorrect.

The root

cause stated the DCN process does not specify a timeframe for

updating primary/critical drawings after work completion/appropriate

testing or overall accountability for processing the DCN through RTD.

0

These requirements

are in SSP-9.3 (formerly SDSP 8.11), Plant

Modifications and Design Change Control; and SSP-2.11,

Drawing

Deviation Control. These procedures or earlier versions were used to

recover Unit 2 for restart.

Also, a previous deviation issued July 13,

1990, was for 260/90-18-02,

Failure to Correct Drawing Discrepan-

cies, emphasized the importance of updating drawings.

The time

limits are clearly discussed

in the applicable procedures.

Contributing factor statement incorrect

The II stated

a contributing factor was that neither the TSD nor

applicable procedures established

a division of responsibility and

appropriate organizational interfaces between SWEC and Bechtel, SE,

or RE.

The NRC conducted an ORAT inspection prior to restart of Unit 2.

ORAT item 260/91-201-01

was to establish administrative controls

delineating responsibilities of communications between Unit 2 and

Unit 3 site organizations at management

levels.

The licensee issued a memorandum from H.F. McCluskey, V.P;

Browns Ferry Restart, and'O.J. Zeringue, V.P. Browns Ferry Opera-

tions to their respective supervisors dated April 18, 1991, to delineate

responsibilities and lines of communication between

BFN Operations

and BFN Restart Organizations.

In addition, SSP-1.51,

Unit 1 & 3

Restart Administration and Control was issued May 24, 1991

~ This

procedure defines the Unit 1 5 3 Restart organization principle duties,

responsibilities, and authorities, and its interface with the BFN organi-

zation.

Corrective action statements

incorrect

lt was stated that a process to verify adequacy of a TSD and the

readiness of a contractor to perform work did not exist.

A procedure did exist. This was SDSP-16.17,

Contractor and Con-

tractors Equipment Control ~ This was the subject of a previous

violation 50-259, 260, 296/91-41-02.

Also, after violation 91-26-02 concerning removal of fire wrap, steps

were taken to control contractor activities.

This was establishment of

a contractor work release program in August, 1991

~ Additionally,

after a deviation 296/91-41-02 concerning work on a secondary

0

containment penetration by SWEC personnel not authorized to do the

work, retraining of the CWL was performed.

In general, the II imputed the problems on inadequate procedures and situa-

tions not covered.

The inspector did not agree with this assessment.

The

assessment

was narrow in scope and only addressed

the specific event.

A

negative trend was identified in the quality of Level III incident investiga-

tions.

Another example of this is contained in IR 92-03 concerning an

inadvertent start of the DG.

For Level III lls, the highest level of signature is

the Plant Manager.

6.

Use of Advanced Authorized FDCNs (37700, 37702)

Procedures for AAs

The inspector reviewed the BFN AA-FDCN process.

The overall

controlling procedure SSP-9.3,

Plant Modifications and Design Change

Control, Section 3.2, Final Engineering, sub-section 3.2.9, F-DCN

Origination stated:

During the implementation of a DCN, the imple-

menting organization may identify the need for a revision to the design

of the modification that is within the scope of the original design.

The

F-DCN is intended to fulfillthis need.

The Browns Ferry Engineering Projects implementing procedure,

BFEP Pl 89-06, Design Change Control, Section 1, Purpose stated:

This procedure provides the Browns Ferry Engineering Project require-

ments necessary to implement the design change control process and

maintain configuration control; This process will be implemented by

the DCN as described herein.

The inspector noted during a review of these procedures that the SSP

did discuss AA-FDCNs in section 3.2, Final Engineering, Sub 3.2.9,

Step 3.2.9.A.2.d.

It was also noted that the BFEP PI, Section 18 discussed

AA-FDCNs

and Steps 18.1 through 18.7 stated:

18.1

An AA is the approval which allows modification work to pro-

ceed on a risk basis prior to final approval of the DCN.

18.2

AA to proceed with urgent changes

may be allowed when all of

the following conditions apply:

0

a o

b.

The requested

change is clearly understood and docu-

mented for granting the authorization to perform work.

The time needed to obtain required NE approvals would

cause substantial and unwarranted delay in modification

activities.

C.

The responsible

LE reviewing the change can demon-

strate to the PE a high degree of confidence that the

change as authorized will receive NE final approval.

d.

Rework or repair can be accomplished without undue

impact on cost or schedule in the event that the change

is not subsequently approved.

18.3

Approval of AA shall be limited to the PE.

This authority may

be delegated only to the LEs, and those personnel assigned

these functions in the absence of these engineeis, i.e., second

shift and weekend project personnel.

18.4

The PE may delegate AA authority to individuals outside NE.

This authorization must be documented via a memo.

18.5

The originator shall clearly mark the DCN as "Advance Autho-

rization Requested."

18.6

An AA is not the ISSUE of a revision level of the DCN, it is a

status of a revision prior to issue but shall include an approved

10 CFR 50.59 review to support the authorized change.

18.7

The final approval DCN must clearly state that no changes were

made from the advance authorized DCN or identify the changes

from the advance authorized DCN.

The inspector concluded from this review that FDCNs were to be used

to facilitate field work activities and the AA-FDCNs could be used to

allow the modifications activities to proceed on a risk basis.

A review of recent design activities, that were completed from

May 23, 1991 to present, indicated that the use of AA-FDCNs was in

accordance with the design control process.

The DCN assignment log

indicated that for DCN W17480A, and AA-FDCN number, F17612

was issued in order to revise material.

A review of the AA indicated

that is was also used to change wiring. An additional review of DCN

W16951A indicated that an AA-FDCN, number F16952A was issued

and had two parts.

One part was to add a correction to a cable

schedule and remove some notes from DCAs. The second part was

to add notes to DCAs and a cable schedule.

Although this did not

result in hardware changes that were detrimental to the affected plant

systems, this process of initiating an AA-FDCN for a specific purpose

and using it for other purposes is considered

a weakness

in the

process.

This item was discussed with TVA Nuclear Engineering

Management.

b.

PORC Approval of AAs

Additional reviews of the AA-FDCN process indicated that to initiate

an AA-FDCN the responsible engineer does not have to obtain PORC

approval.

This is clearly stated in procedure

BFEP Pl 89-06, section

18, step 18.1 which indicated that AAs can be used prior to the final

approval of the design change.

Drawing Updating and DCN Closure (37700, 37702)

The inspector met with the Site Engineering Manager and Technical Support

Manager to discuss generic issues with closure of DCN's and DD for Unit 2.

Drawing Update

The inspector reviewed procedures

SSP 9.3, Plant Modifications and

Design Change Control and BFEP Pl 89-06, Design Change Control.

Both procedures clearly outline the drawing updating requirements.

The inspector noted there is no clearly indicated timeframe in which

drawings are to be updated.

The inspector did note that procedure

SSP 9.3, section 3.4, Return to Operation, clearly indicates a verifica-

tion of primary drawing updates associated

with the design change

and before returning a system to service.

The inspector reviewed a list of DDs involving secondary drawings

and noted that the licensee identified a total of 1269 discrepancies

on

September 29, 1991.

The total number of discrepancies at the end of

this inspection was 831.

The inspector noted that the discrepancies

are being worked by the licensee at the rate of approximately 75 per

month.

The inspector also reviewed a list of discrepancies

involving

28 primary drawings and noted that seven were behind schedule,

three were due during this inspection and 18 were being worked.

A

licensee representative

informed the inspector that for DDs discovered

on primary drawings a self imposed 30 day limit was in place.

The

inspector discussed these reviews with TVA design management.

b.

DCN Closure

The inspector reviewed a total of 21 closed DCNs dated from May 23,

1991 to present.

The inspector noted that the DCNs involved field

work by electrical, mechanical, and civil disciplines and included such

items as change the diameter and thickness of flow element 2-FE-2-

191, notch a tube steel plate and widen a flange, and install wiring

from main relay board panel 32 to turbine trip auxiliary relay 294T.

The DCNs reviewed appear to have been closed in accordance

with

applicable TVA procedures.

The inspector reviewed the licensee closure of DCNs process in

previous IR 92-05.

The activities were controlled by SSP 9.3, Plant

Modifications and Design Change Control, and applicable engineering

program instructions.

The ongoing observations by the inspector

indicated that the licensee continued to follow the process in accor-

dance with the approved procedures.

The inspector concluded that adequate tracking and closure of DCN's and

DDs was occurring for Unit 2.

No backlog was occurring.

Although, the

Unit 3 list were not reviewed, the only work thought to be completed and

energized was the 4160 volt loop. The other equipment and systems will

undergo rigorous review when returned to service.

8.

Action'on Previous Inspection Findings (92701, 92702)

(CLOSED) URI 259, 260, 296/92-03-03,

Failure to Update Primary Drawing.

This item was identified when during an audit it was discovered that primary

drawing 0-35E713-2 had not been updated as prescribed by procedure.

This URI has been upgraded to a violation in this report.

9.

Summary

Although the licensee's

II on this event was narrow in scope and contained

inaccurate statements,

followup reviews by the inspectors indicate this

problem concerned contractor activities for Unit 3.

Unit 2 engineering and

technical support are updating primary drawings prior to returning a systems

to service and have time limits for resolving drawing discrepancies.

The

main concern of this event was that a TVA Project Manager exceeded

his

10

authority and authorized SWEC to perform design work without the knowl-

edge of site engineering or restart engineering.

SWEC was unfamiliar with

the design procedures and requirements.

Several problems involving control

of contractors have occurred since August 1991.

NRC enforcement action

has occurred for the following:

VIO 91-26-02

Fire Wrap Removal

DEV 91-41-01

Boot Incident

VIO 91-41-02

Control of Telecommunication Contractor

VIO 91-43-02

Access Control of Contractors

ln addition, the licensee's

QA finding resulted in a Bechtel Stop Work for

DCN issue.

A DEV concerning drawing update occurred within the last two

years on July 13, 1990, DEV 260/90-18-02.

Although procedures and organization controls were in place, control of

contractors continues to be a problem.

The actions of the project manager

are an indication of weaknesses

in the licensee's project supervision of

contractor activities.

In addition, lessons learned from Unit 2 restart regard-

ing drawing update and DCN closure were not utilized.

10.

Exit Interview (30702)

The inspection scope and findings were summarized on March 27, 1992

with 'those persons indicated in paragraph

1 above.

The inspectors de-

scribed the areas inspected and discussed

in detail the inspection findings

listed below.

The licensee did not identify as proprietary any of the material

provided to or reviewed by the inspectors during this inspection.

The V.P. Browns Ferry Operations commented this system did not undergo a

SPOC review. The inspector commented that the onsite diesel driven fire

pump and bladder tank was powered from the 4160 volt loop. The V.P. of

Browns Ferry Operations stated that the SPOC of fire protection system

would be reviewed.

The V.P. Browns Ferry Restart commented that the summary of previous

enforcement concerning fire wrap removal was performed by TVA personnel

and not contractors although TVA personnel did what Bechtel told them to

do.

0

Item Number

Descri tion and Reference

259, 260, 296/92-12-01

VIO, Failure to Control Contractor

Design Activities

Licensee management

was informed that

1 URI was closed.

Acronyms and Initialisms

AA

BFEP

BFNP

CFR

DCA

DCN

DD

DEV

DG

ECN

FDCN

FPB

FPP

FSAR

II

IR

KV

LE

NE

NOAE.E

NRC

ORAT

PE

PM

PORC

QA

QDCN

RE

SDSP

SE

SPOC

SSP

SWEC

TACF

, Advance Authorization

Browns Ferry Engineering Project

Browns Ferry Nuclear Plant

Code of Federal Regulations

Design Change Authorization

Design Change Notice

Drawing Discrepancies

Deviation

Diesel Generator

Engineering Change Notice

Field Design Change Notice

Facilities Planning Branch

Fire Protection Program

Final Safety Analysis Report

Incident Investigation

Inspection Report

Kilovolt

Lead Engineer

Nuclear Engineering

Nuclear Quality Assurance

5, Engineering

Nuclear Regulatory Commission

Operational Readiness

Assessment

Team

Project Engineer

Project Manager

Plant Operations Review Committee

Quality Assurance

Quality Design Change Notice

Restart Engineering

Site Director Standard Practice

Site Engineering

System Pre-Operability Checklist

Site Standard Practice

Stone 5 Webster Engineering Corporation

Temporary Alteration Change Form

TSD

TVA

URI

VIO

12

Task Scoping Document

Tennessee

Valley Authority

Unresolved Item

Violation