ML16342A383

From kanterella
Jump to navigation Jump to search
Insp Repts 50-275/93-36 & 50-323/93-36 on 931213-17.No Violations Noted.Major Areas Inspected:Activities Performed in Response to GL 89-13, Svc Water Sys Problems Affecting Safety-Related Equipment, Issued on 890718
ML16342A383
Person / Time
Site: Diablo Canyon  
Issue date: 01/12/1994
From: Vandenburgh C
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V)
To:
Shared Package
ML16342A382 List:
References
50-275-93-36, 50-323-93-36, GL-89-13, NUDOCS 9402020070
Download: ML16342A383 (28)


See also: IR 05000275/1993036

Text

U.S.

NUCLEAR REGULATORY COMMISSION

REGION

V

Report Nos:

Docket Nos:

License

Nos:

Licensee:

Facility Name:

Inspection at:

50-275/93-36

and 50-323/93-36

50-275

and 50-323

DPR-80

and

DPR-82

Pacific Gas

and Electric Company

Nuclear

Power Generation,

B14A

77 Beale Street,

Room

1451

P. 0.

Box 770000

San Francisco,

California 94177

Diablo Canyon Units

1

and

2

Diablo Canyon Site,

San Luis Obispo County, California

Inspection

Conducted:

December

13 through

17,

1993

Inspectors:

Approved by:

~Summar:

P.P.

Narbut,

Region

1

Team Leader

C. A.

an

en urg

ate

Soigne

Acting Deputy Dir tor

Division of Reactor Safety

& Projects

Ins ection from December

13 throu

h

17

1993

Re ort Nos.

50-275 93-36

and 50-

~323 93-36

Areas Ins ected:

Routine,

announced,

regional inspection of PGS.E's activities

performed in response

to Generic Letter 89-13,

"Service Water System

Problems

Affecting Safety-Related

Equipment,"

issued

on July 18,

1989.

Temporary

Instruction (TI) 2515/118

and Inspection

Procedure

40500 were

used

as guidance

during this inspection.

Safet

Issues

Mana ement

S stem

SIMS

Items:

None

Results:

General

Conclusions

on Stren ths

and Weaknesses:

Strengths:

~

The gA organization

performed

a surveillance to determine if the

licensee's

program

and commitments for Generic Letter 89-13 were being

properly implemented.

The

gA effort was performed in technical

depth

and

had significant findings which paralleled

the inspection findings.

(Paragraph

3)

'7402020070

'324Dii2

PDR

ADOCK 05000275

8

PDR

r

k

Weaknesses:

~

The engineering organization's

technical

response

to the service water

issues

raised

in Generic Letter 89-13

was not performed in sufficient

technical

depth to identify significant operability issues

which were

subsequently

raised

by the

gA organization

and this inspection.

(Paragraph

2.b.3)

~

The engineering organization's

response

to the service water issues

raised

by the

gA surveillance of Hay 1993

was not timely.

The issues

had

not been resolved at the time of inspection in December

1993

(Para-

graph 3.a)

~

The licensee's

response

to Generic Letter 89-13 regarding

heat

exchanger

testing results

and the existence of a routine

ASW piping system

inspection

program apparently

contained

incomplete information

(Paragraphs

2.b.2

and 2.c. 1).

Si nificant Safet

Matters:

The operability of the

CCW heat

exchangers

was

not clearly established

by the licensee's

1991 heat exchanger

performance

testing,

nor by the licensee's

program for heat exchanger

preventative

maintenance,

trending,

inspection,

and flow testing.

The licensee

performed

an operability evaluation

which stated that it considered

the heat

exchangers

at least temporarily operable

due to the low winter ocean temperatures.

The

licensee further determined that the heat

exchangers

may not have

been

operable

in the past.

Summar

of Violations and Deviations:

None.

DETAILS

Persons

Contacted

Paci fi c Gas

and

El ectri c

Com

an

  • J

D

  • D. H.

R.

P.

  • G. H.
  • W. G.

S.

R.

J.

R.

  • K. A.

H.

E.

  • C. H.
  • J. R.
  • D
  • H. L.

"D. A.

  • S.

C.

  • D. B.
  • G.

W.

  • V. R.

K. S.

F. L.

J.

E.

Townsend,

Vice President

and Plant Hanager,

Diablo

Canyon Operations

Behnke,

Senior Engineer,

Regulatory Compliance

Powers,

Hanager,

Nuclear guality Services

Burgess,

Director,

Systems

Engineering

Crockett,

Hanager,

Technical

and Support Services

Fridley, Director, Operations

Hinds, Director, Nuclear Safety Engineering

Hubbard,

Engineer,

Regulatory

Compliance

Leppke, Assistant

Hanager,

Technical

Services

Seward,

Sr. Engineer,

Hechanical

Haintenance

del

Hazo,

Group Supervisor,

Nuclear Engineering Services

Howland, Hechanical

Engineer,

Nuclear Engineering

Services

Da Re,

System Engineer

Taggert, Director, Site guality Assurance

Ketelsen,

Auditor, Nuclear guality Services

Hiklush, Hanager Operations

Services

Gurley,

Power Production

Engineer

Foster,

Senior

Power Production

Engineer

Smith, Hechanical

Engineer,

Nuclear

Engineering

Se'rvices

Steinert,

Senior Scientist,

Aquatic Systems

Inc.

Anastasio,

Power Production

Engineer

U. S. Nuclear

Re ulator

Commission

H.

H. Hiller, Senior Resident

Inspector

  • Denotes those attending the exit interview on December

17,

1993.

The inspector interviewed other licensee

employees

including operators,

maintenance

personnel,

engineers,

and quality assurance

personnel.

Examination of PG&E's Actions for Generic Letter 89-13

"Service Water

S stem Problems Affectin

Safet -Related

E ui ment."

Backcaround

The

NRC issued

Generic Letter 89-13,

"Service Water System

Problems

Affecting Safety-Related

Equipment,"

on July 18,

1989.

The generic

letter described

recurring industry problems with the service water

systems

at nuclear

power plants.

Service water systems

are important to

plant safety

as the ultimate heat sink following a design basis

event.

The generic letter

recommended

certain actions to be taken

by licensees

and required that each licensee

advise the

NRC of the programs to be

implemented

in response

to the generic letter recommendations.

PG&E

Letter No. DCL-90-027, dated January

26,

1990,

provided

PG&E's respon'se

to the generic letter

and committed to perform certain actions.

PG&E

Letter No. DCL-91-286, dated

November 25,

1991, provided

a supplemental

response

to the generic letter and reported

the completion of the initial

program actions.

Sco

e of Ins ection

I

The inspection

reviewed the licensee's

actions described

in the two

PGSE

letters

discussed

above

and reviewed the licensee's

implementing

procedures

for those actions.

The inspector

conducted

a wal,kdown of the

system with the system engineers

from the site

and from the design

offices.

The inspector

reviewed selected

records of licensee

tests

and

inspections

including videotape of an inspection of piping internals.

The inspector also

examined

the internals of

CCW Heat Exchanger

2-1

when

it was opened for cleaning.

In addition, after independently

making

several

findings, the inspector

was apprised of,

and reviewed,

a guality

Assurance

surveillance

which contained

many of the

same findings.

Overview

'he

inspector

concluded that the licensee

had implemented

a number of

actions

in response

to the generic letter.

Some of the actions

had

resulted in improved performance.

Examples of improved performance

included continuous chlorination of the Auxiliary Salt Water

(ASW) system

which resulted

in a greatly decreased

frequency of system cleaning

due to

macrofouling.

(Nacrofouling refers to piping and heat

exchanger fouling

due to marine organisms

such

as mussels

and barnacles.

Hicrofouling

refers to the growth of algae or other micro-organisms.)

Another example

of improved performance

was the accelerated

repair program for rusting

reinforcing bar and spalling concrete

in the intake structure.

The inspector

found that the licensee's

heat exchanger test results

showed that

one heat exchanger

did not meet the acceptance

standards

for

minimum heat transfer capacity established

by the system design

requirements.

This raised

a concern

regarding the operability of the

ASW

system which the licensee

subsequently

determined to be temporarily

acceptable

due to the cold winter sea temperatures.

Additionally, the

test data

appeared

to contradict the licensee's

statements

to the

NRC in

their November 25,

1991, letter to the

NRC regarding the acceptability of

the test results.

In addition, the inspector

found that the licensee

had not assured

that

the

ASW system maintenance

and surveillance controls were sufficient to

assure

system operability.

Specifically, the licensee

had high

differential pressure limits on the heat

exchangers

which allowed

macrofouling to

a degree that would exceed

the manufacturer's

tube

plugging limit and significantly reduce

the heat

removal capacity.

This

concern also affected the operability of the

ASW system which the

licensee

subsequently

determined to be temporarily- acceptable

due to the

cold winter sea temperatures.

The inspector

also found that the licensee

had not fulfilled all of the

commitments

made to the

NRC.

Specifically, the licensee

had not

estab1ished

procedures

for a routine inspection for ASW piping.

In general,

the inspector

concluded that the licensee

had not developed

a

good engineering

understanding

of the effects microfouling, macrofouling,

and heat

exchanger differential pressure

and

had not implemented

operational

controls to ensure

system operability.

This was considered

a

significant failing due to the high safety significance of the system

and

the number of opportunities

the licensee

had to address

the issues.

NRC

concerns

regarding

system operability due to differential pressure

had

been previously raised in Inspection

Report 50-275/88-11.

The licensee

responded

to those

concerns with assurances

that the differential

pressures

were acceptable.

Generic Letter 89-13 again focused attention

on the issue of heat exchanger

performance.

The failed heat exchanger

capacity test in 1991 should

have initiated additional

analysis

and

understanding,

but did not.

Finally,

a gA surveillance

in Hay 1993

raised the

same

heat exchanger

performance

issues,

but did not result in

an adequate

technical

response

from the engineering organization.

These

multiple missed opportunities indicate ineffective engineering

involvement in the issues.

Ins ection Details

a ~

Biofoulin

Controls

I

Generic Letter 89-13

recommended

an ongoing program of surveillance

and control techniques

to reduce

the incidence of flow blockage

problems

as

a result of biofouling.

In letters

DCL-90-027, dated

January

26,

1990,

and DCL-91-286, dated

November

25,

1991,

the

licensee

explained that they would visually inspect the

ASW intake

structure

once per refueling outage,

that they would install

a

continuous chlorination system,

and that they would continue their

existing program for monthly system flow testing.

Intake Ins ection

The inspector

reviewed the licensee's

actions

for the intake.

The actions

were described

in

a series

of

computerized,

recurring,

work order tasks.

The inspection

requirements for the intake structure

appeared

to be implemented

as

described to the

NRC.

Chlorination Pro ram The licensee

implemented

a continuous

chlorination program which appeared

to be very effective

and

eventually resulted

in a significant reduction in the frequency of

heat exchanger

outages for cleaning.

However, the inspector

noted

that during the initial chlorination periods during

1992 the

frequency of cleaning

was greatly increased

due to mussel kills.

For several

months the heat

exchangers

were taken out of service

every few days for cleaning.

During this period,

the licensee

temporarily allowed the heat

exchangers

to exceed their operational

differential pressure limit of 140 inches,

be declared

inoperable

and left in service until

a limit of 200 inches

was reached.

S stem

Flow Testin

- The licensee

continued to perform monthly flow

tests of the

ASW system using temporary test instrumentation.

The

ASW system at Diablo Canyon does

not have installed flow

instrumentation

available to the operators.

Operators infer

adequate

flow from the differential pressure

across

the heat

exchanger

and from the

ASW pump motor currents.

The inspector

observed that the monthly test

was performed in accordance

with

procedure

STP M-26, Revision

11,

"ASW System

Flow Testing."

The

test

acceptance

values did not include

a simple value for minimum

flow, but provided

a series of curves

dependent

on the ocean

and

Component

Cooling Water temperatures.

The licensee

stated

the

acceptance

values

are from a study done in 1992 by Westinghouse.

The study is WCAP-12526,

Revision

1, "Auxiliary Salt Water

and

Component

Cooling Water Flow and Temperature

Study for Diablo Canyon

Units

1

and 2" dated

June

1992.

The study is one of three different

design

bases

described

in the licensee's

design criteria memorandum,

DCN No. S-178 Revision 2.3, "Auxiliary Saltwater

System."

The

licensee

stated that the revised design

bases

had not been

reviewed

by the

NRC technical

branches.

The acceptability of the licensee's

revised design

bases

is considered

an open item.

(Followup item 50-

275/93-36-01)

Heat

Exchan er

Ca acit

Test

Generic Letter 89-13 requested

that licensees

conduct

a test program

to verify the heat transfer capability of all safety-related

heat

exchangers.

The generic letter allowed for an alternative

program

such

as .frequent regular maintenance

of the heat exchanger.

In letter DCL-90-027, dated January

26,

1990, the licensee

explained

that they would perform

a one-time heat exchanger

performance test

to confirm the baseline

heat transfer capability of the heat

exchangers.

The letter further explained that the licensee

would

implement

an alternative

program to verify the system would remain

capable of maintaining design basis capability.

The letter stated

that the licensee

would implement

a monitoring program which

combined flow testing, trending,

inspection,

and frequent

preventative

maintenance.

The letter stated

these

actions

would be

completed

by the

end of the

1991 fourth refueling outage of each

unit.

In letter DCL-91-286, dated

November 25,

1991,

the licensee

reported

that they had performed the heat exchanger

capacity test

and stated

that: "...the computer

model predicted that the heat exchanger

would

remove the design basis

heat load at design conditions."

The letter

also stated that the licensee

had

implemented

the alternate

monitoring program.

The inspector reviewed the results of the one-time heat exchanger

test.

The test

methods

and results

are described

in Field Test

Report

420DC-91. 1156,

"Diablo Canyon

Power Plant

CCW Heat Exchanger

Performance

Tests Units

1

and 2," dated

November 22,

1991.

The test

was not performed

by plant personnel

but by personnel

from the

licensee's

Technical

and Ecological Services Division in San

Ramon,

California.

The inspector

had the following observations

and

findings:

(1)

Non Conservative Testin

Due to Inade uate Initial Test

Conditions

The inspector

found that several

important initial conditions

wer e not established

for the test.

The missing initial

conditions were:

~

An assessment

of the amount of microfouling and

"

macrofouling present

in the heat exchanger.

The lack of

this information precludes

assessing

the acceptability of

the microfouling and macrofouling found in the licensee's

regular monitoring program.

The lack of this information

also resulted

in the test result projections to design

conditions not accounting for the

maximum allowed fouling.

This approach

was not conservative.

The recording of the amount of differential pressure

present

in the heat exchanger.

The operators

use the

differential pressure

as

an assessment

of the degree of

macrofouling.

The failure to record differential pressure

precluded the use of the test data

as

an assessment

of the

adequacy of the operator's differential pressure limits.

~

A measurement

of the outlet water box water level.

The

outlet water box operates

at

a negative

pressure

and does

not run full at Diablo Canyon.

This information is based

on

an informal test performed

by the system engineer in

1988.

The water level in the outlet water box apparently

varies with the tide according to operators.

This

additional variable also affects the measurement

of

differential pressure

across

the heat exchanger.

(2)

Inaccurate

and

Incom lete Information

The licensee's letter DCL-91-286, dated

November 25,

1991,

stated that: "...the computer

model predicted that the heat

exchanger

would remove the design basis

heat load at design

conditions."

The inspector's

review of Field Test Report

420DC-91. 1156

showed that the computer prediction for Unit

1

heat

exchanger

CCW 1-2 did not show that the heat

exchanger

would remove the design basis

heat load.

Rather,

the test

results

showed the heat exchanger

capacity to be at 98.7

percent of design.

The inspector also determined that the

differential pressure

across

the heat exchanger

was probably at

only 101-104 inches

based

on informal records.

Therefore,

the

heat

removal capacity would have

been less if the licensee

had

accounted for the maximum allowed differential pressure

of 140

inches.

In response

to the inspector's

finding,

and in accordance

with

their procedures,

the licensee initiated

a Prompt Operability

Assessment

(POA) for the heat exchanger test failure.

The

licensee

concluded that the heat exchanger

was operable

under

the existing conditions of cold winter ocean

temperatures.

The

licensee

also initiated

a more complete long term operability

assessment

which was to be completed in

7 days.

The apparent failure to provide complete

and accurate

information to the

NRC in regards

to the

CCW 1-2 heat

exchanger's

ability to meet the design basis

heat load is

considered

an unresolved

item pending further examination of

the circumstances

of the omission.

(Unresolved

item 50-275/93-

36-02).

Inade uate Preventative

Maintenance

Limits

The inspector

observed that the heat exchangers

were taken out

of service for cleaning of macrofouling accumulations

when the

differential pressure

across

the heat exchanger

approached

140

inches of water.

The alarm setpoint for the differential

pressure

alarm was set at )40 inches

and this was

used

by the

operators

as the limit for system operability.

The inspector

examined the basis

document for the alarm setpoint to determine

the technical

basis for the

140 inch limit.

The setpoint basis

document stated that the setpoint

was

based

on engineering

judgement,

but did not provide

a technical

basis for this

judgement.

In order to make

an independent

engineering

judgement,

the

inspector

examined

CCW Heat Exchanger

2-1 which had

been taken

out of service at

a differential pressure

of about

125 inches

per the shift foreman.

The heat exchanger

had

been

taken out

of service in November for cleaning,

was getting

a high

differential pressure

much sooner

than the other heat

exchangers

and

was expected to have less macrofouling than the

other

CCW heat

exchanger's

would at the

same differential

pressure.

Heat exchanger

CCW 2-1 was more sensitive

than the

other heat exchangers

due to

a known buildup of calcification

on the outlet end.

The key point was that the other heat

exchangers

would show more macrofouling than

CCW 2-1 at

a given

differential pressure.

In

CCW 2-1, the inspector

noted that

10 tubes

were permanently

plugged

due to tube wear problems.

Fifteen tubes

were plugged

with mussels

and barnacles.

Three crabs

were in the head which

would have represented

at least another

3 tubes

being blocked

in service.

Therefore,

the inspector estimated

a total of 28

blocked tubes.

Since heat exchanger

CCW 2-1 was taken out of

service with only 125 inches of differential pressure,

the

inspector estimated that the amount of macrofouling

and the

number of plugged tubes at 140 inches would have

been

much

higher.

Also, because

CCW 2-1 was running at

a higher initial

differential pressure

after cleaning

due to its greater

calcification, the amount of macrofouling

and plugged tubes in

the other heat exchangers

(CCW l-l, CCW 1-2,

and

CCW 2-2) would

be even more severe

than the macrofouling in

CCW 2-1 for any

given differential pressure.

Therefore,

the inspector

concluded that any of the heat exchangers

would have

significantly more than

28 tubes

plugged with a differential

pressure

of 140 inches.

The licensee

stated that their tube plugging limit was

2

percent of the total tubes or 24 plugable tubes total.

This

limit was provided to the licensee

on March 30,

1993,

by

a

facsimile memorandum

from Yuba Heat Transfer Division.

The

memorandum stated that:

"There is

an inherent factor of safety

in the heat transfer formulas such that the heat

exchangers

should achieve the design heat transfer rate with as

many

as

2

percent of the tubes

plugged."

Based

on the above information, the inspector's

technical

judgement

was that the differential pressure limit of 140

inches

was excessive

and that the heat

exchangers

may have

been

inoperable during conditions of warmer ocean

temperatures.

In response

to the inspector's

finding, and in accordance

with

their procedures,

the licensee

included this issue in the

Pro'mpt Operability Assessment

(POA) written for the heat

exchanger test failure.

The licensee

concluded that the heat

exchanger

was operable

under the existing conditions of cold

winter ocean temperatures.

The licensee

also initiated

a more

complete long-term operability assessment

which was to be

completed

in 7 days.

This operability evaluation

was completed

on December

30,

1993,

as discussed

in Section 3.d. of this

inspection report.

This issue is

a significant item due to the high safety

significance of the system

and the number of opportunities

the

licensee

had to address

the issue.

System operability concerns

due to differential pressure

had

been raised in Inspection

Report 50-275/88-11

and the licensee

responded

to those

concerns with assurances

that the differential pressures

were

acceptable.

Generic Letter 89-13 again focused attention

on

the issue of heat exchanger

performance

and maintenance

practices.

The failed heat

exchanger

capacity test in 1991

should

have triggered investigative actions

but did not.

Finally,

a gA surveillance

in Hay 1993 (discussed

in Section

3

of this report) raised the specific issue of the

adequacy of

the differential pressure

setpoint,

but did not elicit a

studied

response

from the engineering

organization.

These

multiple missed opportunities

indicate that engineering

was

ineffective.

The apparent failure to establish

adequate differential

pressure limits to ensure

CCW heat exchanger operability is

an

unresolved

item pending the licensee's

assessment

of

operability and the inspector's

review of that assessment.

(Unresolved

item 50-275/93-36-03)

Ins ection

and Maintenance of the

ASW S stem

Pi in

Generic Letter 89-13

recommended

that

a routine inspection

and

maintenance

program for the service water system piping and

components

be established

so that corrosion,

erosion,

coating

failure, silting,

and biofouling would not degrade

the performance

of the system.

In letter DCL-90-027, dated January

26,

1990, the

licensee

stated that they would develop

a program

and that

procedures

to establish

a routine inspection

and maintenance

program

for the

ASW system would be established

by the

1991 fourth refueling

outages

of Units

1 and 2.

In letter DCL-91-286, dated

November 25,

1991,

the licensee

stated that they had established

a routine

inspection

and maintenance

program.

(1)

Lack of a Pi in

Ins ection

Pro ram

The inspector

examined

a sample of the licensee's

program

and

procedures for the inspection

and maintenance

of the

ASW

system.

The inspector

found that the licensee

had not

established

a routine inspection

program or procedures

to

inspect the

ASW piping.

During the Unit

1 fourth refueling outage

in March of 1991,

the

licensee

inspected

1790 feet (about

50 percent) of the Unit

1

piping using

a temporary procedure

which utilized

a television

camera.

Unit 2 was inspected

in a similar manner in October

1991.

Both inspections

did not reveal significant problems,

although two small

areas of damaged

coating

and localized

corrosion

were observed.

The two areas

required weld repair to

restore

minimum wall.

However,

subsequent

to the initial

inspection the licensee

did not establish

a program defining

the

amount or period of any additional

inspections

to be

conducted.

No additional

inspections

were done in the fifth

refueling outages of Units

1 or 2.

Responsible

engineers

stated that there were no plans for an inspection during the

sixth refueling outages

in 1994.

The licensee

had

an

open

action request

(AR) No. A0221696,

dated

March 6,

1991,

which

requested

that the temporary inspection

procedure

be made

a

permanent

plant procedure

and that

a regular period

be

established.

However,

those actions

had not been completed.

The apparent failure to develop

a routine inspection

program

for the

ASW system piping by the end of the

1991 fourth

refueling outages of Units

1

and 2,

as committed to in letter

DCL-90-027 dated January

26,

1990,

and the apparent failure to

provide accurate

implementation status of the piping inspection

program in letter DCL-91-286, dated

November 25,

1991,

are

considered

unresolved

pending further inspection of the

circumstances

involved.

(Unresolved

item 50-275/93-36-04)

d.

Confirmation of the Licensin

Basis of the

ASW S stem

Generic Letter 89-13 requested

that licensees

confirm that the

service water system

can perform its intended function in accordance

with the licensing basis for the plant.

In letters

DCL-90-027 dated

January

26,

1990,

and DCL-91-286, dated

November 25,

1991,

the

licensee

explained that they had completed

the development -of Design

Criteria Memorandums

(DCMs) in 1990

and that

no signiFicant design

deficiencies

were identified confirming that the ASW'ystem would

perform its intended function in accordance

with the licensing

basis.

Although the inspector did not examine the licensee's

actions for

confirming that the

ASW system would perform its intended

design

function, the inspection results

discussed

in Section 2.b. of this

report regarding

a lack of engineering

understanding

of the validity

of the operational

controls for microfouling, macrofouling,

and heat

exchanger differential pressure

suggest that the licensee's

actions

were not sufficient.

Likewise, there were significant technical

findings in the licensee's

gA surveillance of the licensee's

commitments for Generic Letter 89-13 discussed

in Section

3 of this

report.

The gA findings suggest

that engineering

controls

on

operational

configurations

were not sufficient to preclude

pump

runout conditions in certain situations.

The licensee's

DCN for the

ASW system,

DCH No.S-17B,

addresses

some

of these

issues

but only in a general

manner

such

as "...useful

heat

transfer

area is dependent

upon heat exchanger

maintenance.

Assuming the

CCW heat

exchanger is maintained

per standard

practices

the selection of a conservative

fouling factor can

be made."

and

"This heat exchanger

high differential alarm is provided

as

a

diagnostic tool which operations/maintenance

personnel

use to

determine

when cleaning is required to assure that significant

fouling and/or blockage of the heat exchanger

does not occur."

As

stated

in Section 2.b, the only basis for the alarm setpoint in the

licensee's

setpoint basis

document is described

as judgement.

In addition, the issue of the adequacy of the

140 inch differential

pressure limit was specifically questioned

in NRC Inspection

Report

50-275/88-11.

The licensee

responded

to the issue in letter

DCL-88-

215, dated

September

13,

1988.

This response

was also general

in

nature

and stated, "...a heat

exchanger

high differential alarm was

provided

as

a diagnostic tool which operations/maintenance

personnel

use to determine

when cleaning is required to assure

that

significant fouling and/or blockage of the heat

exchanger

does

not

occur."

The inspector

concluded that the licensee's

review of their design

basis to verify that the

ASW system would perform its intended

design function did not identify several

important design basis

issues.

An assessment

of the need to reperform

an assessment

of the

adequacy of their design basis for the

ASW system is

a followup

item.

(Followup item 50-275/93-36-05)

Licensee

0 erabilit

Evaluations

On December

30,

1993, the licensee

made

a

10 CFR 50.72 report to the

NRC which concluded that

on August 23,

1990,

and perhaps

dates prior

to and subsequent

to that date,

the

CCW heat

exchangers

for both

units may have

had sufficient fouling to have precluded

the systems

from meeting their design

bases.

Also on December

30,

1993,

the

licensee

performed,

and the Plant Safety Review Committee

(PSRC)

approved,

an operability evaluation

and concluded that the

ASW

system

was operable

since the initiation of the continuous

chlorination program in October

1992.

-10-

3.

Review of

A Involvement

The inspector

reviewed the licensee's

gA surveillance report S(A-93-0031,

dated July 28,

1993.

The licensee

conducted

the audit from March

5 to

Nay 7,

1993.

The report raised

many of the

same

issues

as were raised

by

the inspector

and other issues

not identified by the inspector.

The

inspector

noted that the surveillance

was

an in depth examination of not

only the commitments

made to the

NRC, but also the underlying technical

bases

involved with the commitments.

The inspector further noted that

the

gA personnel

had not only raised the issues

but also critically

reviewed the responses

of engineering

and rejected the answers

when

appropriate.

Although the issues

were formally identified to engineering

in Hay of 1993 by action requests,

the issues

had not been resolved at

the time of the inspection.

Examples of issues identified by the inspector

and

gA report included:

~

The failure of CCW Heat Exchanger

1-2 to pass its performance test.

The

gA report requested

engineering

to provide

a written evaluation

of'he results in Action Request

{AR) A0306715.

The engineering

response

to the

AR was not accepted

by gA and

a reevaluation

was

requested

on August 12,

1993,

Engineering

had not responded

to the

request for a revaluation at the time of the inspection.

~

The concern with the

140 inch differential pressure

setpoint for the

CCW heat

exchangers.

Likewise, the issue

had not been resolved at

the time of the inspection.

Additional excellent technical

issues

were identified by the

gA report.

Examples of these

issues

included:

~

A concern

regarding

the fact that test results

showed that the

ASW

system flow was reduced

by much more than

was concluded

by licensee

calculations for the condition where system flow was aligned through

the

pump cross-tie.

This problem was identified in AR A0309356 dated

June ll, 1993.

~

A concern regarding the lack of operational limits for protecting

the system from high flow rates

under

1

pump

and

2 heat

exchanger

configurations.

The inspector considered

the number,

importance,

and technical

depth of

the

gA surveillance findings to be

a licensee

strength.

The

gA

evaluation

and rejection of poor engineering

responses

to the

gA findings

was also considered

a strength.

The failure to resolve the

gA findings

in a timely manner

was considered

a weakness.

a.

Failure to take Timel

Action

CCW Heat Exchanger

1-2 failed to meet its test

acceptance

criteria

in

a test conducted

on February

2,

1991.

The test failure was

documented

in Field Test Report

420DC-91. 1156,

"Diablo Canyon

Power

Plant

CCW Heat Exchanger

Performance

Tests Units

1 and 2," dated

November 22,

1991.

The test failure was identified again during

a

0

-11-

gA surveillance

and documented

on Action Request

No. A03066715 dated

Hay 10,

1993.

As of the end of the inspection

on December

17,

1993,

the effect of the test failure on

ASW system operability had not

been resolved.

The apparent failure to promptly resolve conditions

adverse

to

quality is considered

an unresolved

item pending further review of

the circumstances

involved.

(Unresolved

item 50-275/93-36-06)

4.

Other Observations

a ~

Use of a

Com uter

Code that

had not been Validated

When reviewing the

CCW heat

exchanger

capacity tests previously

discussed,

the inspector

noted that, the test report, Field Test

Report 420DC-91. 1156,

"Diablo Canyon

Power Plant

CCW Heat Exchanger

Performance

Tests Units I and 2," performed

by the licensee's

Technical

and Ecological Services Division, described

the use of a

computer

code to project design basis

heat transfer capacity.

The

computer

code

was described

as not having

been validated for

accuracy.

The failure to use

a validated

computer

code is

considered

an unresolved

item pending further review of the details

involved.

(Unresolved

item 50-275/93-36-07)

b.

Calcification of Heat

Exchan er Tubes

C.

The inspector learned that calcification had

been

observed

on the

inner diameter of the

CCW heat

exchanger

tubes.

The calcification

was located only at the outlet end of the heat exchanger

in the tube

sheet

area.

The system engineer

stated that the cause of the

calcification was deposits

from seawater

caused

by the impressed

voltage

system for cathodic protection of the

ASW piping.

The

system engineer further stated that the calcification was of a short

length

and would not affect the available heat transfer

area or tube

fouling factor.

The inspector

expressed

the concern that since the

buildup was not being trended for rate of buildup,

and since the

inlet of the tubes

had

a reduced

diameter,

the calcification could

cause

the tubes to plug at the outlet end which would not be

detected

by the periodic cleaning

and inspection of the inlet end.

The effect of the calcification on the heat exchanger

capacity

and

the potential effect of undetected

tube plugging is

a followup item.

(Followup item 50-275/93-36-08)

Trendin

not Performed

The inspector inquired

as to whether the system engineer

was

trending the

amount of macrofouling found in each

CCW heat

exchanger

and the consequent

amount of tube plugging.

The system engineer

stated that macrofouling was trended

by the biologists.

However,

the biologists only trended

amount

and species

but did not count

tubes

plugged.

Further discussion

with the system engineer

disclosed that system availability was

no longer trended.

System

availability had

been previously trended

and the information had

-12-

been

used to update the licensee's

Probabilistic Risk Assessment

(PRA).

Although there is no regulatory requirement to trend system

performance,

the inspector's

observation

was provided to licensee

management

at the exit interview for information.

d.

Lack of ASW Flow Instruments

for 0 erator Information

The inspector noted that the operators

do not have

ASW flow

information available in the control

room.

A flow instrument

installed at the intake structure

does not indicate accurately

,

according to the system engineer.

The operators

infer flow from the

differential pressure

across

the heat exchanger

and

by observing the

electrical current to the

ASW pump motors.

Although,'there is no

regulatory requirement for flow instrumentation,

this matter

was

discussed

with the licensee

at the exit interview.

5.

~Ei

M

An exit meeting

was conducted

on December

17,

1993, with the licensee

representatives

identified in Paragraph

1.

The inspector

summarized

the

scope

and findings of the inspection

as described

in this report.

The licensee

did not identify as proprietary

any of the materials

reviewed

by or discussed

with the inspectors

during this inspections