ML17146A368

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Insp Rept 50-387/86-05 on 860310-14.Violation Noted:Failure to Include Longitudinal Seam Welds in Inservice Insp Program & Failure to Respond to Audit Finding
ML17146A368
Person / Time
Site: Susquehanna Talen Energy icon.png
Issue date: 04/30/1986
From: Lodewyk A, Mcbrearty R, Wiggins J
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
To:
Shared Package
ML17146A366 List:
References
50-387-86-05, 50-387-86-5, NUDOCS 8605090178
Download: ML17146A368 (12)


See also: IR 05000387/1986005

Text

U.S.

NUCLEAR REGULATORY COMMISSION

REGION'

Report

No.

50-387/86-05

Docket No.

50-387

License

No.

NPF-14

Pri ority

Category

C

Licensee:

Penns

lvania Power and Li ht

Com an

2 North Ninth Street

Allentown

Penns

1 vani a

18101

Facility Name:

Sus

uehanna

Steam Electric Station Unit

1

Inspection At:

Salem Townshi

Penns

lvania

Inspection

Conducted:

March 10-14

1986

Inspectors:

R.A. McBrearty,

Re

or Engineer

~

.

Lodew

, Reactor

Engineer

Approved by:

J.

. ltiiggin

hief, Materials

nd Proce

s

Section,

EB,

DRS

lv /9'8

date

0 30

date

date

Ins ection Summar:

Ins ection

on March 10-14 -1986

Re ort No. 50-387/86-05

Areas Ins ected:

Routine,

unannounced

inspection

by two regional

based

inspectors

of licensee

action

on previous inspection findings, review of the

inservice inspection (ISI) program,

observations

of work in progress

including

QA/QC coverage,

review of licensee

QA audits,

and review of data (video tapes)

associated

with in-vessel

reactor internals

inspection activities.

,Results:

Two violations were identified:

Failure to include longitudinal

seam

welds in ISI program

and failure to respond to an audit finding.

8b05090l78

860502'DR

ADOCK 05000387

6

PDR

DETAILS

1.

Persons

Contacted

Penns

lvania Power and Li ht

Com an

PP&L

  • R.A. Breslin, Supervisor-Nuclear

Maintenance

Support

E. Carroll,

NSG (=ISI)

"M.M. Golden,

Plant Engineer,

Supervisor

  • R.D. Kichline, Compliance

Engineer

"D.F. McGann,

Compliance

Engineer

D. Mitchell, Power Prod.

Engineer

R. Prego,

gA Surveillance

Supervisor

D. Saduary,

Compliance

Engineer

"T.K. Steingass,

ISI Supervisor

'M. Strenk, Project Engineer

"D.J.

Thompson, Assistant Superintendent

of Plant

Southwest

Research

Institute

Su RI

2.

"H. Diaz,

Level III

R. Shimkus,

Level III

"R.M'. Weber,

Inspection

Engineer

"Denotes

those

present at the exit meeting.

Licensee Action On Previous

Ins ection Findin

s

(Closed)

Unresolved

Item (387-85-10-01):

NDE procedure

does

not meet

ASME

Code.

The inspector

reviewed Field Change

No. 1-85-00779 to procedure

TP-ISI-307, Revision I which precludes

the use of flat calibration blocks

at Susquehanna

Unit 1.

This item is now considered

closed.

(Open) Unresolved

Item (387/85-10-02):

Radiographic film density

exceeds

code

maximum allowable,

incomplete

coverage

of areas

of interest.

The

original radiography of weld

FW-B13 showed

a penetrameter

in the area of

interest.

The weld was re-radiographed

with the penetrameters

in the

correct locations.

The original radiographs

of weld FW-B10 showed

no

station marker "3" in view 3-4,

and maximum density of 4.38 in view 6-0

which exceeded

the code

maximum of 4.0.

The license'e

re-evaluated

the

questionable

films and advised

the inspector that additional density

readings of view 6-0 indicate that the

maximum density is less

than 4.0

and .is within ASME Code limits.

The inspector

was further advised that

although view 3-4 shows

no station marker "3", complete

coverage

can

be

shown

by the

use of view 2-3 and 3-4.

This item will remain

open

pending

NRC review of the questionable

films.

(Closed)

Unresolved

Item

(387/85-10-03):

Incomplete

NDE personnel

certification records.

The inspector

reviewed additional

personnel

3

records

which were submitted

by the licensee's

ISI vendor.

The inspector

found that the additional

information confirmed that the questioned

NDE

personnel

were properly certified in accordance

with SNT-TC-lA and the

licensee's

ISI Program.

This item is considered

closed.

Preservice/Inservice

Ins ection

PSI/ISI

of Lon itudinal Weld Seams

Forty nine longitudinal

seam welds in three piping systems

in Unit

1 have

not received preservice

inspection,

and are not identified or included in

the facility PSI or the ISI program.

It i s the inspector's

understanding

that the program ommission

was identified by the ANII during the course

of pipe weld ultrasonic examinations

by the licensee's

ISI vendor.

Corrective action taken

by the licensee

was to perform an analysis to show

that the welds were acceptable

for continued service,

but no further weld

examinations

were to be performed.

Additionally, at the time of this

inspection,

the inspector

was advised that at least twenty longitudinal

seam welds in Unit 2 have not received preservice

inspection

and are not

included in the Unit 2 PSI program or in the ISI program.

During construction of Unit 1, the Bechtel

M 201 Purchase

Specification

allowed the

use of either

seamless

or welded piping material.

The piping

fabricator provided the licensee with initial documentation

which in-

dicated that seamless

material

would be deliv'ered to the site.

The infor-

mation was given to the licensee's

PSI vendor

who used it to develop the

PSI program

and to determine

the

number

and type of welds which were

required

by the

ASME Code Section

XI to be included in the program.

Documentation

which accompanied

the piping spools to the site

showed that,

some of the spools were fabricated of welded material

and contained longi-

tudinal

seam welds.

The licensee failed to provide the later information

to the

PSI vendor which resulted

in the omission

from the

PSI program

and

from the ISI program of those welds.

See attachment

1 to this report. for

a listing of the omitted welds.

Omission of the longitudinal

seam welds

from the PSI/ISI program is considered

a violation of the requirements

of

10 CFR 50.55

a (g) (387/86-05-01).

Observations

of Work in Pro ress

The inspector

observed ultrasonic examinations

in progress

to ascertain

compliance with the

ASME Code

and .with regulatory requirements,

and in the

case of the recirculation

system riser weld, to assess

the quality of the

examination

and the interpretability of the results.

Examination of the

following welds was observed

by the inspector:

Weld

VRR-,B 31-1-FW-A4, recirculation

system

28" diameter

valve to

pipe weld

Weld VRR-B 31-1-FW-A10, recirculation

system

12" diameter

sweepolet

to riser weld (double weld)

The inspector

found that the examinations

were done using

a master/slave

remote

system

by which scanning

is done

by a Level I individual and

interpretation is done

by a Level II individual stationed

outside of the

radiation area.

The Level II observes

the ultrasonic instrument at his

location,

and is in constant

voice contact with the Level I who has visual

access

to

a monitor which duplicates

the display observed

by the Level II.

Instrument

changes

can

be

made only by the Level II.

The inspector

found that the examinations

were performed in accordance

with approved

procedures

by qualified personnel.

The licensee

plans to use the ultrasonic examination results of the

12"

diameter riser welds to determine

the feasibility of meeting inservice

inspection

requirements

of those welds.

This use of ultrasonic

exam-

ination techniques

is in lieu of radiography

by the

MINAC system

as

was

done during the first refueling outage.

To accomplish this two of the

riser welds are scheduled for ultrasonic examination during the current

outage.

The inspector

reviewed data associated

with the examination of riser weld

F W-A 12.

The data

were compared to data associated

with the manual

ultrasonic examination of the

same weld which was done by the licensee's

PSI vendor prior to plant operation.

The current data

noted

a recordable

indication which was observed intermittently for 360

around the weld.

No

mention

was

made of other indications

having

been

observed

during the

course of the examination.

The earlier data

noted that indications were

observed

which were too numerous to record.

During the examination of

weld

FW-A 10 the inspector

observed

numerous

indications in the examina-

tion .volume which were below the recording level, but which could obscure

low amplitude crack .indications.

The inspector

agreed with the Level II

that, if a crack were large enough, its reflection would be detected.

Discussion with the Level II indicated that the display observed

by the

inspector

was similar to the display which was observed

during the

examination of weld

FW-A 12.

At the exit meeting the inspector stated that the ultrasonic

response

observed during the examination of FW-A 10 appeared

similar to responses

noted during previous attempts

to examine the riser welds,

and which

resulted in interpretation

problems

and subsequent

use of the

MINAC

technique.

He further stated that it was not clear that the technique

currently proposed is capable of providing meaningful,

repeatable

results.

The inspector

noted that the acceptability

of UT as the Technique for ISI

examination of the riser welds is being reviewed by NRR.

No violations were identified.

ualit

Assurance Activities For ISI

The inspector

reviewed the licensee's

Nuclear Quality Assurance

(NQA) and

Nuclear Support

Group audit,

surveillance.,

and witnessing activities for

Inservice Inspection.

5.1

The following NQA reports

were reviewed for scope

and completeness:

~

QASR No.85-025,

Inservice Inspection of Unit

1 Reactor

Pressure

Vessel

Internals

~

'ASR No.85-031, Unit

1 Reactor

Pressure

Vessel

Steam

Dryer

and

Dryer Support Bracket Repairs

~

QASR No.85-034,

Performance

of MINAC on IHI Welds 69,76,74

~

QASR No.85-040,

IHSI

~

SSES Audit 85-88, Audit of ISI Activities

The reports

address

both routine

and special

ISI activities

and are

technically comprehensive.

The report findings and observations/

recommendations

revealed that the

NQA, staff had adequate

knowledge

of work details

and program requirements.

5.2

Of the above

reviewed reports

and records,

SSES audit report finding

85-88-01 required action

on the part of the Nuclear Support

Group

(NSG).

NDI-QA-15.3.7 Rev.

Para.

6.4. 1.4 states

that Nuclear Support

will provide

a qualified visual testing inspector

to witness

snubber

functional testing.

Contrary to this, the audit found no evidence

that Nuclear

Support

was providing the qualified visual testing

inspector.

The

NRC inspector

surveyed

the extensive

snubber, functional testing

activities being performed during this outage.

This survey

and

subsequent

discussions

with the licensee's

representatives

demon-

strated that finding 85-88-01 is

a valid concern.

,In addition to the above,

Nuclear Department Instruction,

NDI-QA-8.1. 1, states

in part that for follow-up of Audit Findings,

the responsible

organization

shall

respond,

as requested

by the audit

report, stating the results of review and investigation.

The

response

shall clearly state

the corrective action taken or planned.

These

response

requirements

are reiterated

in (a)

The

SSES-FSAR

Table 17.2-1 which commits to full compliance with ANSI N45.2. 12-1977

Edition,

and (b)

PP8 L Operational

Policy Statement,

DPS-7,

Rev..

2.

The cover letter and audit report 85-88 were issued

on December

16,

1985 and requested

a response

within thirty days of receipt of the

audit report.

- A review of the

NQA computer audit tracking log and discussions

with

the responsible

Nuclear Support

Group representative

revealed that

NSG had not yet responded

to the audit finding.

During this

inspection,

a request for an extension of the response

time require-

ments

was submitted

by NSG.

However,

the licensee

had not yet

,

determined

(1)

The resolution of audit finding 85-88-01

(2) If the lack of response

on the part of the Nuclear Support

Group

had been

an isolated

case or indicative of a more widespread

problem, or

(3)

What corrective actions

are to be taken.

The inspector

informed the licensee that not meeting the thirty day

response

date requested

in the Audit Report constituted

a violation

of procedure

NDI-QA-8.1. 1 and

10 CFR 50 Appendix

B requirements

(387186-05-02).

The inspector

had

no further quest

6.

Reactor

Pressure

Vessel

RPV

Internals

5.3

NDI-QA-15.3.7 and PE-ISI-002 require the Nuclear Support

Group to

survey

and witness activities performed

by ISI contractor

SwRI.

Evidence of these

requirements

was observed

by the

NRC Inspector

in the field.

UT and

NT checklists

were reviewed

and found to be

complete

and comprehensive

for the activities being performed.

lons.

Remote,

underwater visual inspections

of RPV intervals were performed

during the current refueling outage.

The inspections

were performed

by

CTS Power Service, Inc., who performed the

same function for the licensee

during the

1985 refueling outage.

The inspection results

were recorded

on video tape which serves

as

a permanent,

record of the inspections.

The

inspectors

reviewed the tapes

associated

with the following components:

.

~

Steam dryer support bracket

274'zimuth

~

Steam dryer seismic

support lug

274

azimuth

~

Steam dryer seismic

support lug - 184

azimuth

~

Steam dryer support ring 185

23

azimuth

During the

1985 outage

underwater visual inspection

revealed

indications

of cracking in portions of the

steam dryer support ring.

Liquid penetrant

examination of the suspect

area confirmed the presence

of cracking,

and

a

subsequent

metallurgical

sample identified the cracking

as intergranular

stress

corrosion cracking.

Using. ultrasonic

and electrical

resistance

techniques,

General Electric Company personnel

determined

the crack depths

in fourteen specific areas.

1

On February

27,

1986,

General Electric Company personnel

used ultrasonic

techniques

to remeasure

the crack depths

in the

same fourteen areas.

The

results

were compared

to the

1985 measurements,

and it was noted that all

of the cracks

had grown since the

1985 measurements

were made.

The licensee

planned to use the information to calculate

the crack growth

rate

and stated at the exit meeting that the item was still being inves-

tigated.

The underwater

visual examination of the

steam dryer support bracket at

the 274'zimuth location revealed

linear indications which were evaluated

by the

same

Southwest

Research

Institute (SwRI) Level III who evaluated

the

1985 results,

and by the licensee's

.Level III.

The indications were

evaluated

by both individuals and determined to be surface

cracks.

The

examination

equipment

was

shown to be capable of detecting

a

1 mil dia-

meter wire - the indications were estimated

to be less

than that in width.

At the exit meeting

the inspector

was advised that preparations

for

lowering the

RPV water level were nearly completed.

This is planned to

provide access

for the performance of a liquid penetrant

examination of

the bracket surface,

and the results will be used to ascertain

whether

further action is required.

Indi'cations associated

with other components

were not detected

during

re-examination

of the components

subsequent

to surface cleaning.

No violations were identified.

7.

Exit Interview

The inspector

met with licensee

representatives

(denoted

in paragraph

1)

at the conclusion of the inspection

on Parch

14,

1986.

The inspector

summarized

the purpose

and the

scope of the inspection

and the findings.

At no time during this inspection

was written material

provided by the

inspector to the licensee.

'I

~

~

The following welds were omitted

Unit l.

Attachment

1

from the PSI/ISI program at Susquehanna,

~Sstem

Residual

Heat

Removal

(RHR)

ASME Class

1

RHR

ASME Class

2

Reactor Recirculation

ASME Class

1

Weld Identification

DCA-111-1-1-H

OCA-111-1-1-J

DCA-111-1-1-K

DCA-111-1-1-L

OCA-111-1-2-8

DCA-111-1-3-C

DCA-111-1-4- F

DCA-111-1-5-C

OCA-111-1-5-D

DCA-111-2-1-C

DCA-111-1-4-G

DCA-111-2-2-C

OCA-111-2-3-8

DCA-111-2-9-A

DBB-107-2-1-E

DBB-107-2-1-F

HBB-111-1-1-H

HBB-111-1-1-J

DCA-141-1-1-C

DCA-141-1-1-D

OCA-141-1-3-E

DCA-141-1-3-F

DCA-142-1-1-C

DCA-142-1-1-0

DCA-142-1-3-E

DCA-142-1-3- F

VRR-831-1-4-C

VRR-831-1-4-0

VRR-831-1-5-C

VRR-831-1-5-D

VRR-831-1-6-C

VRR-831-1-6-0

VRR-831-1-7-C

VRR-831-1-7-D

VRR-831-1-8-C

VRR-831-1-8-D

VRR-831-2-4-C

VRR-831-2-4-D

VRR-831-2-5-C

VRR-831-2-5-D

VRR-831-2-6-C

Descri tion

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Attachment

1

Core Spray System

ASME Class

1

VRR-B31-2-6-D

VRR-B31-2-7-C

VRR-B31-2-7-D

VRR-B31-2-8-C

VRR-B31-2-8-D

DCA-107-1-1-E

DCA-107-1-1- F

DCA-.107-1-1-G

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Elbow Seam

Pipe

Seam

Pipe

Seam

Pipe

Seam

~

~

k

~

~

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