ML18033B454

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Insp Repts 50-259/90-18,50-260/90-18 & 50-296/90-18 on 900519-0618.Violations & Deviations Noted.Major Areas Inspected:Surveillance Observation,Operational Safety Verification,Mods,Licensed Operator Training & TMI Action
ML18033B454
Person / Time
Site: Browns Ferry  Tennessee Valley Authority icon.png
Issue date: 07/11/1990
From: Carpenter D, Little W, Patterso C
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
To:
Shared Package
ML18033B451 List:
References
50-259-90-18, 50-260-90-18, 50-296-90-18, NUDOCS 9007260278
Download: ML18033B454 (36)


See also: IR 05000259/1990018

Text

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UNITED STATES

NUCLEAR REGULATORY COMMISSION

REGION II

101 MARIETTASTREET, N.W.

ATLANTA,GEORGIA 30323

Report NoseI

50-259/90-18,

50-260/90-18,

and 50-296/90-18

Licensee:

Tennessee

Valley Authority

6N 38A Lookout Place

1101 Market Street

Chattanooga,

TN

37402-2801

Docket

Nose I

50-259,

50-260,

and 50-296

License

Nose I

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:

May 19 - June

18,

1990

Inspectors:

'

il M

Jp~ ..C ar~e 'er,

Sgt

ana er

/

.

.

atte

son,

estart Coordinator

Accompanied

by:

E. Christnot,

Resident

Inspector

W. Bearden,

Resident

Inspector

K. Ivey, Resident

Inspector

R. Bernhard,

Project Engineer

ate

cygne

7 /f

Date

igne

Approved by:

c

W. S. Lett, Section Chief,

Inspection

Programs,

TVA Projects Division

SUMMARY

at

Signed

Scope:

This routine resident

inspection included surveillance observation,

operational

safety verification, modifications,

licensed

operator

training,

reportable

occurrences,

action

on previous inspection findings, and

TMI action items.

Results:

A deviation

was identified for continuing problems with timely resolution of

drawing discrepancies paragraph

three.

The backlog of

DDs remains at 2000.

Previous

corrective action to

a

NOV to provide engineering

resolution within

CIC) 726CI278

90CI71-

PflR

ADOCK CI50CI02 9

9

PDC

30 days

has not been effective.

No mechanism exists to identify DDs on control

room drawings

used

by plant operators.

A violation

was identified for failure to control modifications activities,

paragraph

4.

Modifications personnel

commenced

work activities

on the south

EECW header

when only work on the north header

had

been approved.

The

18 inch

header

was in operation at the time and the potential for equipment

damage

and

personnel

injury was significant.

An IFI was

opened

to track licensee

response

to

a significant interaction of

the

ECCS Analog Trip Units water that leaked through

a seismic

gap between

the

Unit I and Unit 2 control building,

paragraph

3.

The seismic

gap

and

ATU

cabinets

are not designed

to be watertight.

Water leaked

through the gap and

caused multiple ESF actuations

and activation of the ARI/ATWS.

An IFI was

opened

to track resolution of RHR injection valve erosion,

paragraph

3.

Erosion

was identified in one loop and

UT indications

were identified in

the opposite

loop.

The opposite

loop has not been

inspected.

Two LERs,

two IFIs, three

URIs,

two violations,

and

two TMI action items were

closed.

The major licensee

work activities this month

were completion of bulk work

items.

This included completion of hanger

and support modifications

and

75K

of Eg the modifications.

0

REPORT DETAILS

Persons

Contacted

Licensee

Employees:

  • 0. Zeringue, Site Director
  • L. Myers, Plant Manager
  • M. Herrell, Plant Operations

Manager

J. Hutson, Project Engineer

J. Hutton, Operations

Superintendent

  • A. Sorrell, Maintenance

Superintendent

G. Turner, Site guality Assurance

Manager

  • P. Carier, Site Licensing Manager
  • P. Salas,

Compliance Supervisor

  • J. Corey, Site Radiological

Control Superintendent

R. Tuttle, 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:

  • D. Carpenter,

Site Manager

  • C. Patterson,

Restart Coordinator

E. Christnot,

Resident

Inspector

W. Bearden,

Resident

Inspector

  • K. Ivey, Resident

Inspector

"Attended exit interview

Acronyms used throughout this report are listed in the last paragraph.

Surveillance

Observation

(61726)

The

inspectors

observed

and

reviewed

the

performance

of selected

SIs.

The inspections

included

reviews of the SIs for technical

adequacy

and

conformance

to

TS,

verification of test

instrument

calibration,

observations

of the conduct of testing,

confirmation of proper

removal

from service

and return to service of systems,

and reviews of test data.

The inspectors

also verified that

LCOs were met, testing

was accomplished

by qualified personnel,

and

the SIs

were completed within the required

frequency.

a.

The following SIs were reviewed during this reporting period:

1-SI-42.A.10

3-S I-4.A. 19 (3D )

2A Ventilation Radiation Monitors Calibration

and

Functional Test.

3D Diesel Generator

Monthly Operability

b.

. Problems with Wire Lifting and Jumpering

URI

259,

260,

296/90-14-01

documented

two

examples

involving

inadequate

procedures

for the installation of temporary

jumpers

on

relays.

In both

cases

systems

important to safety

were adversely

affected

and that

had

the plant

been

in an operational

mode could

have resulted

in

a significant safety

problem.

The licensee

took

immediate corrective action by reviewing all procedures

requiring the

temporary jumpering of relay types

HFA,

CR 120A, and

HGA.

Results of

this review indicated that additional training was required.

The inspector

attended

a training class for operations

personnel

in

which handouts

were given to the students

that clearly

showed

the

contact

sequencing

of the three

types of relays.

Discussions

were

held during

the training sessions

with actual

relays

being

shown.

During

an

inspection

of the

relay

racks

and

relay

rooms,

the

inspector

observed

several

new permanently

posted operator aids that

easily identified the contact locations

and

sequences

of the type

MFA,

CR

120A and

HGA relays.

These

were

posted

in response

to this

and

previous

similar events.

Review of the

programmatic

concerns

with the surveillance

program continues.

No violations or deviations

were identified in the Surveillance

Observa-

tion area.

3.

Operational

Safety Verification (71707)

The

NRC inspectors

followed the overall plant status

and

any significant

safety matters

related

to plant operations.

Daily discussions

were held

with plant management

and various

members of the plant operating staff.

The

inspectors

made

routine visits to the control

rooms.

Inspection

observations

included

instrument

readings,

setpoints

and

recordings,

status

of operating

systems,

status

and alignments of emergency

standby

systems,

verification of onsite

and offsite

power supplies,

emergency

power sources

available for automatic operation,

the purpose of temporary

tags

on

equipment

controls

and

switches, annunciator

alarm

status,

adherence

to

procedures,

adherence

to

LCOs,

nuclear

instruments

operability,

temporary alterations

in effect, daily journals

and logs,

stack monitor recorder traces,

and control

room manning.

This inspection

activity also

included

numerous

informal discussions

with operators

and

supervisors.

General

plant tours

were conducted.

Portions of the turbine buildings,

each reactor building, and general

plant areas

were visited.

Observations

included

valve

position

and

system

alignment,

snubber

and

hanger

conditions,

containment

isolation

alignments,

instrument

readings,

housekeeping,

power

supply

and

breaker

alignments,

radiation

and

0

contaminated

area controls,

tag controls

on equipment,

work activities in

progress,

and radiological protection controls.

Informal discussions

were

held with selected

plant personnel

in their functional areas

during these

tours.

a

~

Water

Damage to ATU - Leaking Seismic

Gap

On

June

1,

1990,

unplanned

ESF

actuations

occurred

due

to

spurious

operations

of circuit cards

in the

ECCS

ATU located in the

Unit 2 auxiliary instrument

room.

During

a test of the fire

protection

system

in the

cable

spreader

room located

above

the

auxiliary instrument

room, water ran through

a seismic

gap

and onto

the

top of the

ATU cabinets.

The

licensee

made

a four

hour

10 CFR 50.72 report to the

NRC concerning this event.

The sequence

of events of June

1,

1990 was

as follows:

Time

Event

1300

Air Test of Spreader

Room

A fire protection

was started.

1305

Water

leak in Unit 2 Auxiliary Instrument

Room.

1320

1326

1337

Unit

2

control

room

received

"Drywell

Pressure

Approaching

Scram" alarm.

Unit

2 control

room received

"ECCS Analog

Trip Unit Trouble"

alarm

and

permissive

alarms for ADS,

CS and

Emergency

DGs.

A,

C,

and

D

DGs automatically started,

CS

System

I injection valve 2-FCV-75-25 opened,

Al

EECW

pump

automatically

started.

2-FCV-75-25

was

returned

to

the

closed

position by the plant operator.

ATWS/ARI logic channel

A operated.

The

ATWS/ARI logic initiated

a reactor

scram.

The licensee initiated an incident investigation

team to review the

event.

The sprinkler

heads

in the spreader

room had

been

replaced

with fast acting (lower temperature)

heads.

A post modification test

was

being

performed.

Whenever

an initiation signal

occurs,

a

preaction

admission

valve opens

and

charges

the normally dry piping

up to the sprinkler heads.

The heads

have

a fusible link which melts

at 165'F.

Those

heads

in the vicinity of the heat source

open

and

spray.

Prior to

a hydrostatic test of the heads,

a quick check

was

being

performed

using air.

The air blew

some

residual

water,

estimated

at

a maximum of ten gallons,

out

a broken sprinkler head.

0

The head

had

been

damaged after installation.

The water

came out the

damaged

head

and onto the floor and into the seismic

gap.

The seismic

gap is

a slip joint between

the Unit

1 and Unit 2 Control

Buildings.

The plate is free to move on one side

and at intervals is

tack

welded

on the other.

A piece of foam is

included

in the

spreader

room to make

the

gap

even with the floor.

The existing

design is not intended to be water tight.

The ATUs were installed approximately five years

ago.

By design,

the

conduit penetrations

through the panel

tops are not sealed.

The

ATU

cards

protrude

through

the front of panel

faces.

Their design

is

such that they are not water tight.

The auxiliary instrument

room is

considered

to be

a mild environment

and

no sealing is required.

Since this is

a significant actuation of ECCS,

an IFI will be open to

track resolution of the

problem.

This IFI is designated

259,

260,

296/90-18-01,

Interaction of ATU and Seismic

Gap.

Drawing Discrepancies

The inspector

reviewed the status of DDs on May 18,

1990.

There were

a total of 3,566 for all three units with 2,085 designated

as restart

for Unit 2.

Of the restart

DDs,

898

were

primary or critical

drawings

and

1187

were

secondary

drawings.

SDSP 2. 10, Controlling

Drawings,

defines

the

types

of drawings.

Primary

drawings

are

necessary

to start up,

operate,

and

shutdown

the plant.

Primary

drawings

are located in the control

room.

Critical drawings depict

system features

which are

used

by the plant Technical

Support Center

and

the

Chattanooga

Emergency

Control

Center

to determine

system

operation

and function.

Secondary

drawings

are all other drawings

that are not primary or critical.

The inspector discussed

with various plant operators

how the

DDs were

identified

on the plant drawings.

In the past,

drawings

had

been

"red-lined" to indicate

a

change

until

the

updated

drawing

was

issued.

The inspector could not determine

any method being used that

made

the operators

aware

of an existing

DD for a plant drawing.

These

discussions

included plant personnel

in the operations

support

group involved with preparation

of hold orders

to remove

equipment

from service.

The inspector

reviewed the plant procedures

and

a previous

commitment

to

a

NOV in IR 88-28.

Stated in the corrective steps

to the

NOY was

the closure

process

for DDs.

DDs initiated before

November 4,

1988

against Unit 2 required for restart

would be closed

before restart.

DDs after November 4,

1988 were required to be closed within 30 days

of receipt

by Nuclear Engineering.

The inspector

obtained

a computer

listing of the primary and critical drawing in 1989

on May 24,

1990.

Of 127 drawings

DDs only 61 were closed

and the average

closure

time

was

269 days.

Of 361 secondary

drawings, only 63 were closed

and the

average

closure

time was

354 days.

One

example of this problem

was

DD 2-89-0250 which was designated

a

" Unit 2 restart

primary drawing

on August 27,

1989.

This

DD was for

drawings

828E555AARl and

2-730E321-13A

R001.

The description stated

that

the

connection

designations

for the control

rod insert

and

withdraw block relays don't agree.

The inspector

concluded that the corrective action in response

to a

previous

NOV was not met and that the plant procedures

for timeliness

of resolution of DDs were not being followed.

Accordingly, this is a

deviation

from

a

commitment

made

in response

to

a previous

NOV

260/88-28-01,

Failure

to

Control

and

Correct

Known

Drawing

Discrepancies.

This is identified

as

DEV 260/90-18-02,

Failure to

Correct Drawing Discrepancies.

The

DD system

was

revised

in March

1990 to involve the

system

engineers.

Under the present

system

the

DDs are

now called

PDD,

Potential

Drawing Discrepancy.

A

PDD is first processed

by the

system

engineer

and if a

change is

needed

a

D-DCN is issued.

This

differs from the old system

where nuclear engineering

was primarily

involved.

However,

despite

the

change

the

time limits appeared

excessive

with

the

computer

aided

drafting

system

in

place.

Depending

on the type of drawing, the system engineer

could evaluate

the

PDD for

10 to

30

days with an additional

30 days for design

engineering

to issue

the

DD.

Meanwhile,

there

appeared

to

be

no

system to indicate the

PDD to the plant operators

while the drawing

was being revised.

A meeting

was

held with the Site Director, Plant Manager

and others

to discuss

DDs

on June

7,

1990.

The licensee

presented

the

Browns

Ferry

Drawing

Improvement

Program

and stated

that

DDs within the

DBVP boundaries

will be resolved

when

the

system

is returned

to

service prior to restart.

After a system is in service,

primary and

critical drawings will be corrected within 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br />.

The inspector

stated

that

these

actions

should

be

addressed

in response

to the

deviation.

RHR Valve Body Erosion

On May 21, 1990, the licensee

discovered that the Unit 2

RHR outboard

loop injection isolation valve, 2-FCV-74-66,

had experienced

abnormal

degradation.

Wall thickness

was determined

by visual

inspection

to

be less

than the required

thickness of 1.57 inches.

A finger-sized

area in the valve body was found to have eroded to approximately 0.75

inches of the thickness.

UT data

on the

same

valve in the opposite

loop,

2-FCV-74-52,

indicated

areas

in the seat

area that were also

less

than the minimum wall thickness.

The licensee

plans to inspect

this valve before restart.

This condition is

documented

in

CARR

BFP900163.

The licensee

had performed this inspection in response

to information

contained

in General

Electric

RICSIL No.

034

and

NRC Information Notice 89-01,

which identified that significant wall

thickness

reductions

had

been

discovered

in similar valves

at other

BWR

facilities.

The valve

body erosion in those

cases

was believed to

have occurred

as the result of thrott1ing the globe valves

below the

design flow rate,

causing excessive

cavitation.

The inspector

reviewed

TVA engineering calculation,

MD-02074-900059,

which

documented

the

licensee's

initial determination

of minimum

acceptable

wall

thickness

for

pressure

retaining

components

associated

with this

case.

In that calculation

the

minimum wall

thickness

for the design

pressure

and temperature

of 1362 psig

and

562 degrees

was

1.575 inches.

However, the inspectors

were informed

by licensee

management

that the condition had

been further evaluated

and

determined

that the condition

was

considered

acceptable

on

an

interim basis

due to

an actual

expected

maximum operating

pressure

of 356

psig at the

valve rather

than

the design

pressure

of the

affected

portion of

RHR piping.

That pressure

would be the design

shutoff head of the

RHR pumps,

which .is considerably

less

than

1362

psig, resulting in a smaller required wall thickness.

Although the

licensee

required

the valve to be repaired

to return the valve body

to an acceptable

condition,

the licensee

believes this assumption

is

valid due,to

the

presence

of

a normally closed

inboard injection

valve and

LPCI check valve in each loop.

The inspectors will follow the licensee's

progress

in this area.

The

inspectors

are particularly concerned

with the results of the visual

inspection

of 2-FCV-74-52

and

the

licensee's

planned

corrective

actions

in this area.

This item will be tracked

as IFI 260/90-18-03,

RHR Valve Body Erosion.

System Pre-Operability Checklist

The inspector

reviewed

the licensee's

program for returning

systems

to service

following the

completion .of all

system modifications

required for startup.

These activities are controlled

by SDSP 12.7,

System

Pre-Operability

Checklist.

This

procedure

applies

to all

systems

or portions of systems

identified by the Plant

Manager

as

requiring

a Phase II SPOC or

a System Checklist.

In order to check out the program

and familiarize the staff with the

program,

the licensee

has selected

nine balance of plant systems

to

SPOC.

The systems

include extraction steam,

vacuum priming, building

heating,

and

demineralizer

backwash air.

As result of these

activities

39 Work Orders/Maintenance

Requests

and several

DDs were

identified.

These

items will require closure prior to turning over

the

systems

to operations.

The inspector will continue to observe

and review the licensee's

activities in this area.

0

0

4.

Modifications (37700,

37828,

72701)

The

NRC

inspector

reviewed

and

observed

the

Unit 2 modification

activities.

This included review of procedures,

discussions

with craft,

gC inspectors,

supervisors,

and managers,

observation of field activities,

and

reviews of

WPs,

DCNs,

and

ECNs.

The

reviews

and

observations

consisted of the following:

a.

High Potential

Cable Testing

(51063)

The licensee

completed

the wet conduit high potential testing of the

ten worst

case

conduits.

The licensee

identified six additional

anomalies

involving two conduits

as follows:

Conduit ES2051-IB contained

13 cables

with 63 total conductors.

Twelve cables

and

62 conductors

successfully

passed

the testing.

One cable, containing only one conductor,

1/C LS175-2 failed.

Conduit

ES2052-IB,

contained

27

cables

with

90 conductors.

Twenty-five cables

containing conductors

passed.

Five failures

in

2 cables,

3/C

LS182-A2

and

2/C LS191-A2, were identified.

This

damage

was apparently

caused

by

a missing

bushing

on the

conduit inside

a junction box.

The licensee

stated

that

none of the failures could

be attributed to

pullby damage

similar to that found at the

TVA Watts

Bar facility.

The licensee

also stated

that

none of the cable/conductors

involved

were encompassed

by the

10 CFR 50.49 requirements.

Since five conductors

failed

due to

damage

resulting

from missing

bushings

where

the

conduit joins the junction box,

the

licensee

decided

to inspect

approximately three-hundred

junction boxes

which

contain

electrical

cables

encompassed

by

the

10 CFR 50.49

requirements

to identify

any

missing

bushings.

If any

are

identified,

then

the

cables/conductors

affect would

be evaluated

for additional testing.

b.

Post Modification Testing

The

NRC inspector

reviewed

the licensee's

activities in the areas

of

post modification testing.

This consisted of observations

of ongoing

tests,

review of initial data

and test results.

The specific areas

reviewed are

as follows:

(1)

The

inspector

attended

a licensee

meeting

at which

PMT

was

discussed.

The

present

modifications activities,

which are

being

performed in a bulk construction

mode, created difficulty

in identifying PMTs required to close out various

ECN/DCNs,

WPs

and

MRs.

The

BFN management

instituted

a

PMT group

made

up of

individuals

from different site

organizations

to coordinate

0

these activities.

The licensee

stated that the system engineers

have the responsibility for the conduct of PMT.

(2)

The

NRC inspector

reviewed

and

observed

portions of PMT-184,

ATWS/ARI.

The test

was written to verify the operation of the

ATWS in Unit 2.

The system functions tested

by the

PMT were:

Recirculation

Pump Trip

(RPT) - This function

reduces

reactor

power

by

tripping

the

recirculation

pump

end-of-cycle

(EOC) trip breakers.

Alternate

Rod Injection (ARI) - This function provides

an

alternate

way of initiating

a

scram

by isolating

and

bleeding

down the air header

to scram valves

and the scram

discharge

volume isolation valves.

The

implementation

of the

ATWS/ARI was

through

ECN/DCNs

P7045,

P7089,

P7090

and

W5163.

The activities

consisted

of such

testing

as

channels

A and

B

ATWS in the Test Mode, channels

A

and

B in the

Normal

Mode,

Manual Initiation of ARI, and

RPT

Breaker Trip Test.

The

NRC inspector

reviewed the results of the following; Section

5.2,

Channel

A Test

Mode, Section 5.5,

Channel

B Normal

Mode,

and Section

5.9.RPT

Breaker Trip Test.

The following drawings

were reviewed

as part of the rest results

review:

2-47E2610-85-2

and

5

Unit 2, Mechanical

Control

Diagram

CRD Hydraulic System

2-47E820-2

and

7

2-45E670-13

and

19

Unit 2,

Flow Diagram Control

Rod

Drive Hydraulic System

Unit 2, Wiring Diagram

ECCS

DIV I

and

DIV II Analog Trip Units

Schematic

Diagram

At the

close of this reporting

period

PMT

184

had not

been

completed.

Based

on

the

areas

observed

and

reviewed

no

significant deficiencies

were identified.

Field Activities

The

NRC inspector

observed

and

reviewed

the licensee's

activities

involved in the implementation of

DCN 6820A, which was initiated to

accomplish

the following change to the

EECW system:

Division

I

Motor Operated

Valve

2-FCV-67-21

was

powered

from

non-divisional

480V

RMOV Board

2C.

The starter

compartment

in Board

2C

was relocated

to

480V

RMOV Board

2A (Division I).

Cables

for

Valve 2-FCV-67-21 were 2ES475-I,

2ES476-I,

2ES477-I,

2ES478-I,

and

. 2ES480-I.

They were not required to be replaced

or rerouted

since

they did not terminate

at the

board

and

the

new design

did not

affect their routing.

This

DCN was issued to reroute or replace

the entire length of cables

2ES475-I,

2ES476-1,

and

2ES478-I.

In addition,

two motor starter

coils in the starter

relocated

to the

480V

RMOV BD 2A were replaced

with coils of a lower operating voltage.

The

DCN generated

WPs 2147-90 thru 2151-90,

which required activities

including:

WP 2148-90,

Implement the installation of new raceway

recovery

for the cable runs.

d.

WP 2151-90,

Implemented

the relocation of the

MOV.

The

NRC inspector

reviewed

the

DCN

and

the

WPs

and

observed

the

termination of the

cable

run at

the

480V

RMOV Board

2A.

The

inspector

noted that the

WP 2150-90

was

present

at the work site,

the craft

personnel

were

knowledgeable,

and

the

gC

inspector

performed the inspections

required

by the

MAI procedure.

In addition to the termination observation

the

NRC inspector

observed

portions of the

PMT as well as the trouble shooting performed

on the

local

NORMAL/EMERGENCY transfer

switch.

After installation,

the

valve did not perform

as required.

The

system

engineer

and craft

personnel

traced

the problem to the switch.

All activities observed

were

done

in

a controlled

manner,

by using

approved

procedures

and

with adequate

inspection activity.

Dresser

Coupling Failure

At approximately 2:00 p.m.

on May 29, 1990,

a Dresser

Coupling failed

on

an

18 inch diameter

section of piping in the

3B/3D

RHR Service

Water Tunnel.

The failed coupling

was

on the North

EECW Supply

Header

prior to the Unit

3 Reactor

Building penetration.

The

failure occurred

during modification work on penetration

support,

3-47B451-R0015,

located

downstream of the coupling.

When the last of

the four thru-bolts

on

the

support

being

removed

was cut,

the

coupling failed, allowing the

18 inch header

to slide through

the

penetration

into the Unit 3 Reactor

Building.

Although the

two

sections

of piping joined by the Dresser

Coupling did not physically

separate

and

remained essentially intact,

the horizontal

movement of

one of the two sections

of pipe allowed large

amounts of

EECW water

to flow out of the coupling, into the

RHRSW tunnel,

and then outside

to

the

storm drains.

The

licensee

estimated

that

the total

piping movement

was approximately

3 inches to the north.

e

10

The support

removal

was

being

performed

as part of an effort to

upgrade

the piping penetration

in accordance

with

DCN W7630 and

WP

8490.

The failed coupling

had full length pipe-to-pipe

tension

and

compression

restraint rods,

but the'ods

were shortened

on April 12,

1990,

in accordance

with

DCN W8435

and

WP 2146-90.

At the time of

the coupling failure

DCN W8435

was still open

pending

inspection of

the coupling retention pins.

The inspection

could not

be performed

unti 1 the north

EECW header

was taken out of service.

The

inspector

discussed

the practice of performing

work of this

nature with the system

in operation.

Although the licensee

had not

completed

the event evaluation

by the close of the reporting period,

one of the

contributing

factors

was failure

by modifications

personnel

to follow the

documented

work instructions.

Procedure

SDSP-7.9,

Integrated

Schedule

and

Work Control,

Section

6.4.1,

requires

that prior to

commencing

work activities that

have

the

potential

for affecting

equipment

operation,

which

may affect the

safe operation of the unit, that

a Plant Operation

Impact Evaluation

Sheet

be filled out.

It should specify operational

effects

on the

system of the planned

work activity, designation

of identified work

boundaries,

and

documentation

of approval

by Plant Operations

of

permission

to start work.

In this case

the Plant Operation

Impact

Evaluation

Sheet

had

been

approved

by operations

for the south

EECW

header

only with

a note to notify the

SOS prior to starting work on

the north header.

The caution

"Hold Order for South

Header Only" was

written directly

on the Plant

Operation

Impact Evaluation

Sheet.

Therefore

the modifications

crew commenced

work on the north header

without

proper

approval

in

accordance

with

SDSP-7.9.

This

constitutes

a violation

and will be tracked

by VIO 260/90-18-04,

Failure to Control Modifications Activities.

Due to the significant

number of personnel

errors

that

have

occurred

by the modifications

section

during the last year, this event

can not'be considered for a

non-cited violation.

The inspector

noted during review of recent

trending

data

on

personnel

errors

by site

personnel,

that

modifications personnel

have continuously contributed to at least

50K

of the total identified errors

on

a monthly basis

during the period

October

1989 - May 1990.

In addition to the licensee's

failure to control modification work

activities, the inspectors

have the following concerns:

There

exists

some

question

about

whether

the retention

pins

were functional at the time of the failure or if the pins would

have prevented

the failure.

There

seems

to

be

some question

concerning

the adequacy

of the

sequence

of the criteria used to control

removal of the supports.

Since the event is still under investigation

and the event report has

not

been

issued,

review of this will be performed with the closure

of the violation.

0

11

- The inspectors

are

concerned

that although this portion of the

EECW

System

was not needed

to support safety-related

equipment required

by

Technical

Specifications

the

event

constituted

a

significant

breakdown

in the licensee's

program for reviewing

and screening

of

modification work.

Additionally, had

the

two sections

of piping

completely separated,

the craft personnel

performing the work could

have suffered injury.

Licensed Operator Training (41701)

An inspector

monitored

portions

of the

scheduled

licensed

operator

requalification training conducted

during the

week of May 21-26,

1990.

The classroom

instruction that were monitored covered restart training on

completed Unit 2 modifications

and reactor water level instrumentation.

The

inspector

was

informed

by

the

licensee

instructor

that

the

modifications

taught

were

those

completed

modifications

that

TVA

management

considered

significant,

which

changed

the operation

of the

plant

and directly affected

the operators.

No effort was

made to list

all modifications

completed

during the extended

shutdown period,

as those

are

covered

by the licensee's

required

reading

program.

The inspector

noted that for those

selected

modifications

covered,

the material

was

adequately

presented

to reflect

how the unit has

changed,

as well as

how

the

respective

change

to

the

hardware

affected

the

duties

of the

operators.

Each modification

was

addressed

individually by

ECN with the

purpose

and brief description

provided to the operators.

Simplified

diagrams

based

on revised

plant drawings

were

used

to explain

hardware

changes

and

changes

in the

system

and

component

operations.

The

instructor

emphasized

that

many of these

changes

were

the result of

problems

with the original

har dware

design that were identified during

restart testing.

Classroom instruction

was also presented

on modifications to reactor water

level instrumentation,

including the relocation of all reference

legs to

outside

the drywell.

A separate

lecture

was also given

on the current

design of the

RPV water level instrumentation

including the operation of

the

Analog Trip System.

The inspector

noted that this portion of the

classroom instruction

was adequate

to provide the operator with sufficient

information to recognize

and properly diagnose

various malfunctions that

could occur in the level

instruments.

Application of current Technical

Specification

requirements

to potential

instrument

malfunctions

was

conducted.

No violation or deviation were identified.

Reportable

Occurrences

(92700)

The

LERs listed

below were

reviewed

to determine if the

information

provided met

NRC requirements.

The determinations

included the verifica-

tion of compliance with TS and regulatory requirements,

and addressed

the

adequacy

of the

event description,

the corrective

actions

taken,

the

0

12

existence

of potential

generic

problems,

compliance

with reporting

requirements,

and

the

relative

safety

significance

of

each

event.

Additional in-plant

reviews

and

discussions

with plant

personnel,

as

appropriate,

were conducted.

a

~

(CLOSED)

LER 296/90-003,

Unplanned

ESF

Due to Failed Relay.

On March

14,

1990,

a

blown fuse

in the Unit 3

PCIS logic panel

resulted

in the actuation

of engineered

safety features,

including

SBGT and Control

Room Emergency Ventilation actuations

and Refueling

Zone Ventilation isolation.

b.

No

The licensee's

investigation of the event

revealed

that the

blown

fuse occurred

due to failure of a relay in the

PCIS logic circuitry.

The failed relay

and

blown fuse

were replaced

and

the

PCIS logic

reset.

The relay that failed

was

a Westinghouse

type

MG-6 relay

which failed

due to

a burnt coil.

The licensee

considered

this

failure as

an isolated

case.

Although other events similar to this

had occurred before,

no record of any failure of this type of relay

at Browns Ferry could

be found.

Additionally, the licensee

searched

the

INPO

NPRDS

data

base

and

consulted

with the vendor.

Both

indicated that this type of relay

had

a

good performance

history in

the industry.

The inspector

reviewed the licensee's

LER submittal

and Event Report

II-B-90-032,

and

held discussions

with various

licensee

personnel

associated

with this

event.

The

inspector

determined

that

the

licensee's

evaluation

of this event

was

adequate.

This

item is

closed.

(CLOSED)

LER 259/90-01,

Installation

of

New

Snubbers

Without

Functional Testing.

This

event

was

identified

by

the

licensee

and

concerned

the

installation of 99 new mechanical

snubbers

installed

between

1982 and

1985 which were not functionally tested

before their installation.

This event

was

caused

by an unclear

procedure

that did not specify

post-modification

testing for

new

snubbers.

There

is

no clear

regulatory,

code, or plant administrative

requirement to functionally

test

new snubbers

before installation.

There is

a test requirement

for reworked snubbers.

The intent is to validate the functionality

of any snubber prior to installation in the plant.

The licensee

has

revised

the

procedure

to meet this intent.

For the

99 identified

snubber

installed

in the plant,

a

sample of 10 were functionally

tested

and

no problems

were identified.

The entire

group

has

been

added

to the population of existing snubbers

for functional testing

in accordance

with TS ISI requirements.

This

LER is closed.

violations or deviations

were identified.

0

13

7.

Action on Previous

Inspection

Findings

(92701,

92702)

a ~

(CLOSED)

IFI 259,

260,

296/89-17-04,

Changes

That

Require

FSAR

Update.

This

item

was identified during

an

inspection of the licensee's

transitional

design

change

program review area.

The inspector

noted

that

FSAR updates

would not occur until the

ECN/DCNs affecting

FSAR

updates

were closed

out.

The closure

process

of ECN/DCNs at

BFNP

could take several

months

and could possibly hold

up an

FSAR update

for an unreasonable

amount of time.

b.

co

d.

The licensee

changed

the applicable

procedure

to ensure that the

FSAR

update

process

would start

as

soon

as

the system return to service

activity was

completed

rather

than

the

ECN/DCN closure activity.

This item is closed.

(CLOSED) IFI 259, 260, 296/89-35-02,

Storage of gA Records.

During

a review of the licensee's

program for handling

and storage of

completed

and approved test results,

the inspector

noted

a potential

conflict concerning

temporary

storage

of

gA records

that existed

between

the 'SAR commitment described

in TVA-TR75-1A, Revision 10,

Table

17D-2,

Sheet

7,

and

the requirements

specified

in SDSP-2.5,

guality Assurance

Records.

The

inspector

reviewed

ANSI

N45.2.9-1979Property "ANSI code" (as page type) with input value "ANSI</br></br>N45.2.9-1979" contains invalid characters or is incomplete and therefore can cause unexpected results during a query or annotation process.,

Requirements

for

Collection, Storage,

and Maintenance of (}uality Assurance

Records for

Nuclear

Power Plants,

various

documents

provided

by the licensee,

and

held discussions

with licensee

management

personnel.

Based

on this

review the inspector

determined

that

no conflict exists

between

the

FSAR commitment and SDSP-2.5.

The licensee's

program

as described

in

these

documents

complies

with

ANSI N45.2.9-1979.

This

item is

closed.

(CLOSED)

URI 260/89-06-04,

Testing

DGs at Rated

Loads.

This

item

was initially identified during

a review of procedure

O-SI-4.9.A. la (A), Diesel

Generator

A Monthly Operability Test,

and

involved the acceptance

criteria of 2600

KW, plus or minus

50

KW.

The

URI was written because

the

BFNP

DGs

have several

ratings

such

as:

3050

KW for 30 minutes

per year,

2950

KW for 7 days

per year,

2850

KW for

2000

hours

per year,

and

2600

KW continuous.

The

licensee

changed

the

TS

and

SI to indicate that the

DGs would

be

tested

at the continuous

rating or greater for at least

one hour.

The inspector

did not consider this

a violation because

the

DGs were

adequately

tested.

This item is closed.

(CLOSED)

URI 259,

260, 296/89-19-01,

Possible

Failure to Adequately

Control

Work Activities Involving Systems

Important to Safety.

e

. This

item was identified

as

a result of

a walkdown of the intake

structure

when manhole

cover hold

down bolts were discovered

missing

in

RHRSW

Rooms

A

and

D.

The

licensee

reviewed

the event

and

initiated

a

LER due to loss of flood protection for the rooms.

It

was also

noted that the hold down bolts were required to be made of

brass

and that the bolts in rooms

B and

C did not appear to be made

of brass.

The inspector

reviewed

MRs 911334,

911335,

911339,

911340,

911341,

911342,

819580,

and 819581 which documented

the installation of brass

bolts

on the manhole

covers

in the

RHRSW Rooms.

The inspector also

walked

down

RHRSW

rooms

B and

C and

noted that all the hold down

bolts for the four manway covers,

two per room,

appeared

to be made

of brass.

Each

manway cover had

a label which stated that this flood

protection

cover

was

not

be

removed without the permission

of the

SOS.

The inspector

did not consider this

a violation because

at

no time

were all flood protection

manway covers

removed.

Additionally, the

non-brass

hold

down bolts were in place for only

a short time until

brass

bolts could

be obtained.

This item is closed.

'.

(CLOSED)

URI 259,

260, 296/89-33-02,

TS

LCO Exceeded for Standby

Gas

Treatment

System.

This

item concerned

whether

the

LCO for

SBGT required

under

TS 3.7.B.la

and 3.7.B.3

had

been

exceeded.

The

TS required all three

trains of SBGT to be operable at all times

when secondary

containment

is required,

except that

one

SBGT train may

be inoperable for seven

days during reactor

power operation

or fuel handling activities.

If

these

requirements

cannot

be met,

TS 3.7.B.4 required that the unit

be placed

in

a condition where

SBGT is not required.

The licensee

interpreted

this

LCO to

mean

the

seven

day exclusion

applied only

during power operation or while conducting activities

above the fuel

pool.

To eliminate

any ambiguity for the

SBGT system

and

the

secondary

containment,

the licensee

revised

the

TS to eliminate the reference

to primary containment integrity.

The revised

TS also

includes

the

GE Standard

TS

LCO actions

when the

SBGT system is not operable.

The

inspector

has

reviewed

the revised

TS

and

found it acceptable

to

preclude misinterpretation.

Under the revised

TS

a violation would not have occurred.

There

was

no safety significance to this event

due to the extended

shutdown

and

although

the original

LCO may have

been

exceeded, it was only by 20

minutes

in

a

seven

day

LCO.

The licensee

was very responsive

and

took prompt and complete corrective action by revising the TS.

Based

on the ambiguity of the original

TS and the above corrective action,

a violation will not be issued

and this

URI is closed.

0

0

15

(CLOSED)

VIO 296/85-13-01

Failure

to

Shutdown

With

Two Reactor

Protection

System

Water Level Instruments

Inoperable.

Following

an

inspection

conducted

to determine

the

circumstances

surrounding

the inoperability of two Unit 3

RPS Reactor

Water Level

Instruments

(LIS-3-203 A, B) during

a reactor startup

on February

13,

1985, it was determined

that the responsible

licensee

personnel

did

not

commence

a reactor

shutdown in accordance

with required actions

stated

in Technical

Specification

3. 1, Table 3. 1.A.

T.S. 3.1 states

there

shall

be

two operable

or tripped

systems

for each trip

function. If the minimum number of operable

channels

per trip system

cannot

be

met for both trip systems,

the licensee

shall initiate

insertion of all operable

control

rods

and complete insertion of all

operable

rods

within four

hours.

Even

though

there

existed

sufficient

redundant

information

which

should

have

alerted

the

operators

that two required water level switches

were inoperable,

the

licensee

did not

shutdown

and

continued

power escalation.

The

reactor

was eventually

shutdown

on March 9, 1985, to conduct further

investigations

required

by

TVA management

following review of the

circumstances

associated

with the event.

This resulted

in the

NRC

issuing

a

severity

level II violation with

a civil penalty

(EA-85-51).

The

inspector

reviewed

the licensee's

responses

to the violation

along with various

documents

and records

provided by the licensee

to

support

completed corrective actions

in this area.

That review is

documented

in Inspection

Report 89-35, with this item remaining

open

pending

further

review

by

the .inspector

of additional

planned

licensed

operator training and site management's

response

to several

identified concerns

documented

in the licensee's

Unit 2 Operational

Readiness

Review Interim Report dated

June 9,

1989.

The inspector

reviewed

the licensee's

internal

response

to the

ORR

Interim Report dated

October 30,

1989,

and the

Phase

Two

ORR Report

dated

March 9,

1990.

Additionally, the inspector monitored training

for licensed

operators

on

RPV water level

as

documented

in paragraph

five.

The inspector

determined that all concerns

identified in the

above inspection report

have

been adequately

addressed.

This item is

closed.

(CLOSED)

VIO 259,

260,

296/87-38-01,

Deficiencies

in Division of

Nuclear Engineering

(DNE) Training Program.

During a special

NRC team inspection

conducted

in the licensee's

DNE

offices

in Knoxville, TN,

an

inspector

identified that

licensee

Individual Training Records

(ITRs) were not being maintained

as

gA

documents

as

required

by

10 CFR 50,

Appendix B, Criterion XVII and

the

licensee's

NIZAM.

During that inspection

licensee

personnel

stated

that

those

requirements

were

satisfied

by

the

course

attendance

rosters

rather than the ITRs, however the licensee

was not

able

to produce

rosters

to document

completion of training matrix

0

16

. requirements

for selected

individuals

during

a

followup visit

conducted

by the inspector.

The

inspector

reviewed

the

licensee's

original

response

to

the

violation dated April 22,

1988.

In that response

the licensee

stated

the

reason

for the violation

was

inadequate

management

attention

resulting in the failure to implement procedure

requirements,

poorly

worded or misunderstood

procedures,

and incorrect identification of

required training

on training matrices.

Specific corrective actions

and recurrence

control measures

were detailed to address

the problems

with full compliance to be achieved

by August I, 1988.

Subsequent

to

the

licensee

response,

the

licensee

reorganized

to the existing structure

with the 'older

DNE organization

being

replaced

by

NE.

Additionally,

EA Audit KXE89901,

was

performed

by

the licensee,

which identified an overall weakness

in

NE training that

was similar to the condition cited in the

above violation including

recurrence

of the

same

problems.

The recurrence

of the

problems was weported

by the licensee

to the

Region II office on January

27,

1989,

and various licensee

CA(Rs were

generated

to document

the audit findings.

This resulted

in the

licensee

submittal

of

a revised

response

to the violation.

The

inspector

reviewed

the licensee's

revised

response

to the violation

dated

October

18,

1989.

In that

response

the licensee

stated

the

reason

for the failure

was that

the

recurrence

control

measures

implemented

by the

licensee

had

been

ineffective

and corrective

action insufficient.

There

had

existed

a continuing

lack of

management

attention

and accountability for ensuring

NE personnel

received

and

documented

training- as

required

by

NE procedures.

As

additional

corrective

actions

the

licensee

committed

to

the

following:

Assignment of a Manager of Training for NE.

His responsibili-

ties

would

include

identification of required

training,

verification that required training records

are maintained,

and

ensuring that

NE management

personnel

periodically certify that

training matrices

and records of required training are current.

Revise

Nuclear Engineering

Procedure

(NEP) - 1.2, Training, to

identify the Manager of Training's responsibilities

among other

additional

requirements

designed

to

more clearly define

NE

management

personnel's

responsibilities

in implementing

NIZAM

requirements.

Performance

of

an

audit

by

the

Nuclear

equality

Assurance

organization to verify implementation.

The licensee further stated that full compliance

would be achieved

by

March 5,

1990.

This commitment to the

NRC was again revised

by TVA

letter dated

March 16,

1990, to allow time for final confirmation of

records

by TVA.

17

.

The inspector

reviewed

CAQR BFK890207904,

which had

been written for

the

Browns Ferry site to address

the programmatic

aspects

associated

with various other

CAQRs which had resulted

from the above

licensee

QA Audit. Additionally, the inspector

reviewed

NQASE Audit Report No;

BFA90010 dated

February

16,

1990, which was performed to verify the

adequacy

of the site training and qualification programs.

Included

in the audit plan

was

a review of training for site

based

design

engineers

and

support

personnel

and

possible

verification

of

corrective

action

and closure of

CAQR BFK890207904.

During the

evaluation,

the audit

team

found that although

the training matrix

had

been

updated

and efforts to update

ITRs were evident,

the effort

was

not complete.

ITRs

were out-of-date

due

to

problems

with

maintaining

current

required

reading.

As

a result of these

problems,

the licensee

audit

team could not close

the

CAQR.

This

audit

had

been

completed

on January

17,

1990,

but was

reopened

due

to the licensee

management

decision that the audit had occurred

too

early because

the

new program

was not yet fully implemented.

After

the issue

was readdressed,

a followup audit was completed

on March 7,

1990,

and resulted

in NQASE's determination that adequate

corrective

action

had occurred.

The

inspector

reviewed

the licensee's

program

and

determined

that

although

the

newly assigned

training coordinator

was not dedicated

solely to maintenance

of training

and

could not devote

the

time

necessary

to

manage

the

program,

licensee

management

has

more

properly placed the responsibility for administration of the training

with line

management,

thus

eliminating

the

need

for

a training

coordinator.

The inspector

reviewed Revision

3 to

NEP 1.2, Training,

and determined

that the procedure

established

adequate

controls for

training of NE personnel.

This item is closed.

No violations or deviations

were identified.

8.

TMI Action Items

a 0

(CLOSED) 259,

260,

296/TMI Action Item II.F.1.6, Containment

Hydrogen

Monitor.

This

item

was

to review implementation of

a

hydrogen

monitoring

system for monitoring the containment

atmosphere.

In IR 82-07 it was

stated that

a system which indicates

continuously in the control

room

during reactor operation

had

been installed.

The only remaining item

outstanding

was

to replace

the Unit 3

sample

return

pump with

a

higher capacity

pump.

NRC Safety Evaluation,

dated

June

16,

1983,

concluded

that the requirements

of TMI Action Item II.F.1.6

have

been met.

NRC Generic Letter 83-26, dated

November 1, 1983, provided

recommended

TSs for TMI Action Item II F. 1.6.

TVA letter,

dated

e

18

. March 7,

1984,

responded

to Generic Letter 83-26

and stated

that

Units 1,

2,

and

3

had

adequate

TSs for the

containment

hydrogen

monitors.

The work for this modification

was

completed

under

ECN

P0315

and workplans

10054,

10039,

7885,

10048,

6721,

and

6722.

The

inspector

reviewed

the

applicable

correspondence

concerning

this

item.

Based

on

IR 82-07, TS,

and installation of the equipment, this

item is closed.

b.

(CLOSED)

260/TMI Action

Item II.F.1.3,

Containment

High-Range

Radiation Monitor.

This item was to review actions

taken

in response

to requirements

for

a

containment

high-range

radiation

monitor.

Technical

Specification

Amendment

125,

dated

August 19, 1986,

was

issued

which

incorporated

the limiting conditions for operation

and surveillance

requirements

for the

drywell radiation

monitors.

The

licensee

notified the

NRC on February

16,

1990, that for Unit 2 the design

had

been

finalized,

equipment

installed,

procedures

issued,

and all

necessary

training

completed.

The work for this modification

was

completed

under

ECN

P0324.

The

inspector

reviewed

the monitor

indication and annunciator

alarm in the control

room.

The indication

is

on

panels

2-9-54

and 2-9-55,

Containment

Atmosphere

Monitoring

Panels.

The alarm is

on panel

2-9-7.

This item was discussed

with

plant operators

on shift,

who were knowledgeable of the instrumenta-

tion and alarm.

Based

on this review and discussion

with NRR, this

item is closed.

9.

Exit Interview (30703)

The inspection

scope

and findings were

summarized

on June

18,

1990 with

those

persons

indicated

in paragraph

1 above.

The inspectors

described

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.

Dissenting

comments

were not received

from the licensee.

Item Number

259,

260, 296/90-18-01

260/90-18-02

260/90-18-03

260/90-18-04

Descri tion and Reference

IFI, Interaction of

ATU and

Seismic

Gap,

paragraph

3.

DEV,

Failure

to

Correct

Drawing

Discrepancies,

paragraph

3.

IFI,

RHR Valve Body Erosion,

paragraph

3.

VIO,

Failure

to

Control

Modifications

Activities, paragraph

4.d.

0

0

19

Acronyms

ADS

ANSI

ARI

ATU

ATWS

BFNP

BWR

CAQR

CFR

CRD

CS

DBVP

DCN

DD

DEV

DG

DNE

EA

ECCS

ECN

EECW

EOC

ESF

FCV

FSAR

GE

IFI

INPO

IR

ITR

KW

LCO

LER

LPCI

MG

MR

NCV

NE

NOV

NPRDS

NQASE

NQAM

NRC

ORR

PCIS

PDD

PMT

QA

Automatic Depressurization

System

American National Standards

Institute

Alternate

Rod Injection

Analog Trip Units

Anticipated Transient Without Scram

Browns Ferry Nuclear Plant

Boiling Water Reactor

Condition Adverse to Quality Report

Code of Federal

Regulations

Control

Rod Drive System

Core Spray

Design Baseline Verification Program

Design

Change Notice

Drawing Discrepancy

Deviation

Diesel

Generator

Division of Nuclear Engineering

Engineering

Assurance

Emergency

Core Cooling System

Engineering

Change Notice

Emergency

Equipment Cooling Water

End-of-Cycle

Engineered

Safety Feature

Flow Control Valve

Final Safety Analysis Report

General Electric

Inspector

Followup Item

Institute of Nuclear

Power Operations

Inspection

Report

Individual Training Records

Kilowatt

Limiting Condition for Operation

Licensee

Event Report

Low Pressure

Coolant Injection

Motor Generator

Maintenance

Request

Non-Cited Violation

Nuclear Engineering

Notice of Violation

Nuclear Plant Reliability Data System

Nuclear Quality Assurance

8 Engineering

Nuclear Quality Assurance

Manual

Nuclear Regulatory

Commission

Operational

Readiness

Review

Primary Containment Isolation System

Potential

Drawing Discrepancy

Post Maintenance/Modification

Test

Quality Assurance

l

0'

20

QC

RHR

RHRSW

RPS

RPT

RPV

RTP

SBGT

SDSP

SI

SOS

SPOC

TS

TVA

URI

UT

VIO

WO

WP

WR

Quality Control

Residual

Heat Removal

System

Residual

Heat Removal

Service Water

Reactor Protection

System

Recirculation

Pump Trip

Reactor

Pressure

Vessel

Restart Test Program

Standby

Gas Treatment

System

Site Directors Standard

Practice

Surveillance Instruction

Shift Operations

Supervisor

System Preoperability Checklist

Technical Specifications

Tennessee

Valley Authority

Unresolved

Item

Ultrasonic Testing

Violation

Work Order

Work Plan

Work Request

-1

0