ML19323H523

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IE Insp Repts 50-498/80-05 & 50-499/80-05 on 800301-31. Noncompliance Noted:Failure to Provide Timely Reply to Item of Noncompliance & Failure to Provide Timely Notification of Const Deficiencies
ML19323H523
Person / Time
Site: South Texas  
Issue date: 04/24/1980
From: Crossman W, Phillips H
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
To:
Shared Package
ML19323H515 List:
References
50-498-80-05, 50-498-80-5, 50-499-80-05, 50-499-80-5, NUDOCS 8006130074
Download: ML19323H523 (5)


See also: IR 05000498/1980005

Text

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U. S. NUCIIAR REGULATORY COMMISSION

OFFICE OF INSPECTION AND ENFORCEMENT

REGION IV

Report No.

50-498/80-05; 50-499/80-05

Docket No.

50-498; 50-499

Category A2

Licensee:

Houston Lighting and Power Company

Post Office Box 1700

Houston, Texas

77001

Facility Name:

South Texas Project, Units I and 2

Inspection at:

South Texas Project, Matagorda, Texas

Inspectio, Conducted: March 1980

Inspector:

>4Nb

5'/P'//@d

H. S. Phillips, Resident Reactor Inspector

Date

Projects Section

Approved:

IU

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W. A. Crossman, Chief, Projects Section

Date

Inspection Summary:

Inspection During March 1980 (Report 50-498/80-05;50-499/80-05)_

Areas Inspected: Routine, announced inspection by the Resident Reactor Inspector

(RRI) included follow-up inspections relative to 10 CFR 50.55(e) construction

deficiencies; and the structural backfill (soils) test program. This inspection

involved forty inspector-bours by one NRC inspector.

Pesults:

In one of three areas inspected, three items of noncompliance were

identified during the inspection period (infraction - failure to provide timely

reply to transmittal letter for an item of noncompliance

paragraph 2a;

infraction - failure to provide timely notification of construction deficiencies

paragraph 2b; and infraction - failure to pravide a timely written report for

construction deficiency - paragraph 2c).

8006130 [f h

.

.

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DETAILS SECTION

,

1.

Persons Contacted

Principal Licensee Employees

  • E.

A. Turner, Vice President Power Plant Construction and Technical

Services

  • R. A. Frazar, QA Manager
  • W. N. Phillips, Projects QA Manager

T. D. Stanley, Project QA Supervisor

  • =L. D. Wilson, Site QA Supervisor
  • D. W. Bohner, Lead QA Specialist
    • T. J. Jordan, Lead Mechanical Engineer (QA)
    • T. Logan, Civil Engineer (test borings) on Special Assignment

D. G. Long, Lead Civil Engineer (QA)

G. A. Marshall, Senior QA Specialist (Mech)

'

      • J. W. Brishkin, Project Manager, South Texas Project (STP) Houston
      • D. G. Barker, Manager, STP
      • L. R. Jacobi, Supervising Engineer, Nuclear Safety & Licensing

Brown & Root Employees

K. M. Broom, Senior Vice President, Power Group

U. D. Douglas, Construction Project Manager

C. W. Vincent, Project QA Manager

G. T. Warnick, Site QA Manager

The RRI also interviewed other licensee and contractor personnel during

the subject inspection period.

  • Denotes those attending Houston management meeting March 11, 1980.
    • Denotes those attending Houston meeting March 11, 1980, and routine

inspection meetings with RRI.

      • Denotes those attending RIV exit meeting on March 14, 1980.

2.

10 CFR 50.55(e) Construction Deficiencies

A management meeting with license 6 management personnel was held in

Houston on March 11, 1980.

Nineagendaitemswerediscussedr7ativeto

l

licensee communications with Region IV personnel and

t*' RRI.1

10 CFR 50.55(e) reporting was discussed by the Region IV Cons .uction and

Engineering Support Branch Chief.

The RRI subsequently met with Houston

Lighting and Power Company (HL&P) site personnel on several occasions to

discuss reporting methods in more detail.

' IE Report No. 50-498/80-04; 50-499/80-04

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The licensee has lowered the threshold for reporting construction de-

.

ficiencies since the meeting discussed above.

There has been a consider-

able improvement in communications with HL&P site persocnel. However,

the RRI identified additional instances where the licensee's or constractor's

administrative or procedural system failed. As a result a Notice of

Violation was issued on April 4, 1980, regarding the following:

Failure to Provide Timely Reply to the Transrittal Letter for an

a.

Item of Noncompliance (Items No. 498/80-05-01; 499/80-05-01)

The Region IV letter, dated February 13, 1980, transmitted the

i

Notice of Violation, which included an item of noncompliance for

failure to provide timely notification of a 50.55(e) item concerning

a bulge in the containment liner.

The letter requested that a

written reply be provided within 30 days from the receipt of the

notice as required by Section 2.201 of the NRC's Rules of Practice.

HL&P failed to provide a written reply to the Notice of Violation

within the 30 day period. The RIV letter, dated February 13,

1980, was received by HL&P on February 18, 1980.

The reply from HL&P

was signed March 18, 1980, and according to Mr. Frazar of HL&P

mailed to RIV on March 24, 1980s

This failure to provide a timely reply is contrary to the requirements

of 10 CFR 50.55(e).

b.

Failure to Provide Timely Notification of Construction Deficiencies

(Items No. 498/80-05-02; 499/90-05-02)

,

10 CFR 50.55(e), " Conditions of Construction Permits," states in

part:

"The holder of a construction permit shall within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />

notify the appropriate Nuclear Regulatory Commission Inspection

Enforcement Regional Office of each reportable deficiency."

(1) The RRI determined that HL&P did not promptly inform (within

24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />) Region IV that failure of polar crane stud welds was

considered reportable in accordance with the requirements of

50.55(e).

This matter was considered reportable at 7:30 a.m.

on March 18, 1980, but was not reported to the Region IV RRI

until approximately 3:45 p.m. on March 20, 1980.

(2) Additionally, HL&P did not report, as a significant construc-

tion deficiency, an apparent breakdown in the Brown & Root

QA program for welding.

A Brown & Root audit found that

Brown & Root welding engineering documents were corrected by

the use of liquid paper; dates of revisions were applied by

tape; and signatures were applied by Xerox.

In addition, an

unapproved vendor was used for nondestructive examination

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procedure qualification; mechanical tests were not properly

signed and annotated by the test laboratory; and procedures

were not qualified to the applicable ASME Code.

This matter

was called to the NRC's attention on March 18, 1980, when a

stop-work order affecting ASME welding was issued by Brown &

Root on that same date; however, the licensee did not report

this breakdown in the welding QA Program as a deficiency in

accordance with 50.55(e).

This failure to provide timely notification of construction

deficiencies is contrary to the requirements of 10 CFR 50.55(e).

c.

Failure to Provide a Timely Written Report for a Construction

Deficiency (Items No. 498/80-05-03, 498/80-05-03)

10 CFR 50.55(e), " Conditions of Construction Permits," states in

part:

"The holder of a construction permit shall submit a written

report on a reportable deficiency within thirty (30) days to the

appropriate NRC Regional Office .

"

. . .

The RRI determined that HL&P did not provide a written report

within 30 days concerning low relative density of backfill which

was initially reported as a construction deficiency (considered to

1

be a reportable deficiency under 10 CFR 50.55(e)) to the RRI on

'

February 4,1980, but was not issued until March 21, 1980.

This failure to provide a timely written report is contrary to

the requirements of 10 CFR 50.55(e).

3.

Relative Density of Structural Backfill

The first phase of the test program for structural backfill started on

January 24, 1980, and was completed on February 8, 1980. Test results

indicated no problems around Unit 1; however, test Borings No. 204 and

205, west of Unit 2 Reactor Containment Building and Borings No. 208 and

209, on the east side of the Mechanical / Electrical Auxiliary Building

indicated that the relative density of the structural backfill was less

than the required 80%.

Boring 203 indicated potertial relative density

problems that were to be explored during additionai drilling.

,

The cecond phase of the test program started March 24, 1980, to determine

j

the extent of structural backfill which exhibited lower than the required

i

relative density. On March 24, 25, and 27,the RRI met with the HL&P

civil engineer responsible for QA control of testing.

The RRI and the HL&P

civil engineer witnessed the last boring sample and blow count on Boring

No. 208VI (elevation -32.2',

coordinates E45084.0 and N61439.0).

The

Woodward Clyde inspector recorded blow counts and preserved four samples.

The blow count was less than required, however, the sample showed the

custom auger had penetrated through the backfill material into a clay

material.

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.- The licensee reported the structural backfill problem to the RIV office

,,

on February 4, 1980, as a construction deficiency reportable within the

'

context of 50.55(e).

A test report will be submitted to RIV on May 8,

1980.

4.

Management Meetings

The following meetings were held during the subject inspection period:

Licensee Representative (s)

Subject

Date

a.

Vice President Power

Agenda Items for

3-7-80

Plant Construction and

March 11, 1980

Technical Services

meeting

b.

Site QA Supervisor

NRC Report

3-7-80

50-498/80-01;

50-499/80-01

findings

c.

See " Personnel

Nine asynda

3-11-80

,

1

Contacted" section

items 2

of this report

d.

See " Personnel

HL&P Nine Point

3-14-80

Contacted"

Response to

section

Investigation

(79-19) Exit

e.

Site QA Supervisor

Stop-work order on

3-18-80

all ASME Welding

f.

HL&P Site QA Supervisor

Welding stop-

3-19-80

and B&R Site QA

work order

Manager

g.

HLP licensing engineers

50.55(e) reporting

3-26-80

and Project QA

Supervisors

h.

Site QA Supervisor

RRI was at Site and

3-28-80

was informed of

additional items of

noncompliance relative

to 10 CFR 50.55(e)

construction deficiencies

E IE Report No. 50-498/80-04; 50-499/80-04

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