ML19254C618

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IE Insp Rept 50-341/79-16 on 790801-03.Noncompliance Noted: Inadequate Hanger Insp Corrective Action
ML19254C618
Person / Time
Site: Fermi 
Issue date: 08/28/1979
From: Danielson D, Yin I
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
To:
Shared Package
ML19254C606 List:
References
50-341-79-16, NUDOCS 7910170037
Download: ML19254C618 (7)


See also: IR 05000341/1979016

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U.S. NUCLEAR REGULATORY COMMISSION

OFFICE OF INSPECTION AND ENFORCEMENT

REGION III

Report No. 50-341/79-16

Do_cket No. 50-341

License No. CPPR-87

Licensee: The Detroit Edison Company

2000 Second Avenue

Detroit, MI 48226

Facility Name: Enrico Termi 2

Inspection At: General Electric Company, San Jose, California

Enrico Fermi 2 Site, Monroe, Michigan

NRC Region III, Glen Ellyn, Illinois

Inspection Conducted: June 12-13, 1979 at GE

August 1-3, 1979 at the site

August 10, 1979 at RIII office

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Inspector:

I. T. Yin

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Approved By:

D. H. Danielson, Chief

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Engineering Support Section 2

Inspection Summary

Inspection on June 12-13, and August 1-3, 1979 (Report No. 50-341/79-16)

Areas Inspected:

Pipe support and restraint installation, inspection and

verification procedures; observation of work and storage cot.ditions;

review of records for the inspe: Lion of safety related hangers. The

inspection involved 33 inspector hours onsite, in the NSSS Sunplier

office and in the NRC Region III office by one NRC inspector.

Results: Of the three areas inspected, no apparent items of noncompliance

or deviations were identified in two areas. One apparent item of non-

compliance was identified in one area (infraction - inadequate hanger

inspection corrective action - Paragraph 1).

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DETAILS

Pe,rsons Contacted

Observation of Licensee Audit at GE on June 12-13, 1979

Principal Licensee (DECO) Employees

J.- D. Ryan, Project QA Engineer

J. H. Casiglia, Engineering Work Leader

General Electric Company (GE)

R. L. Smith, Senior Project Engineer

E. O. Swain, Manager, Piping Design

R. C. Boesser, Manager, QA & OM

G. R. Hosack, Manager, Quality Audits

R. J. Valencia, Audit Coordinator

Inspection of Site Activities on August 1-3, 1979

Principal Licensee (DECO) Employees

  • W. J. Fahrner, Project Manager

W. Everett, Project Superintendent

  • T.

A. Allessi, QA Director

R. W. Barr, Project QA Director

  • K. J. Moody, Supervisor of Purchasing
  • A. Godoshian, Assistant Project Superintendent

J. A. Cartmill, Assistant Project Superintendent

  • E.

Griffing, Assistart Superintendent

  • H. A. Walker, Site Project QA Engineer
  • W.

Miller, Plant QA Engineer

  • P. Cribbs, QA Encineer
  • R.

S. Leonart, Startup Engineer

  • W. H. Buchanan, Field Engineer

Daniels International Corporation (DI)

  • D. E. Seifert, Project Manager
  • M. Alba-ts, Assistant Project Manager
  • K. Dempsey, Assistant Construction Mw 2.;2r
  • J. G. Bolt, Project QA Manager

J. T. Blixt, Project QC Manager

  • D. Vandergrift, QC Engineer
  • D. Amard, Mech / Piping Engineer

R. O'Donnell, Engineer

T. Couse, QA Engineer

  • Denotes those present at the exit interview.

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Enforcement Meeting at RIII Office on August 10, 1979

LIE 2

E. Hir

t. Assist-.:c 'v. ce President and Manager of QA

T. All -sai, QA Director

R. Bar .

  • oject QA Dire; tor

Dir

Assistant Proje et Manager

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J. Casxglia, Engineering Wo ~r Leader

H.- A. Walker, Site Project Qu Engineer

D1

K. Dempsey, Mechanical Superintendent, Assistant Construction Manager

NRC RIII

G. Fiorelli, Chief, Reactor Construction and Engineering Support Branch

R. C. Knop, Chief, Projects Section 1

D. H. Danielson, Chief, Engineering Support Section 2

I. T. Yin, Reactor Inspector, Engineering Support Section 2

Licensee Action on Previous Inspection Findings

(Closed) Unresolved Item (341/79-07-01):

Inadequate Procedure for hanger

installation deficiency trend analysis. The inspector reviewed Procedure

WB-Q-112, Rev. 3, and considered the corrective measures unsatisfactory

mainly because the categories of QA I hanger discrepancies had not been

included in the new revision. On August 2, 1979, a controlled " Interim

Changes to WB-Q-112" was issued to comply with NRC comments. The inspector

has not further questions.

(Closed) Unresolved Item (341/79-07-02):

Inadequate hanger procedure.

The inspector reviewed the revised Procedure WB-C-114, Rev. 7-2, dated

March 23, 1979, and considers the items have been adequately addressed.

Functional or Program Areas Inspected

1.

Review of Pipe Hanger Installation Activities

Problems relative to inadequate procedures, installations, and

corrective measures for pipe hanger installations we:e identified in

RIII Reports 50-341/JS-03, 50-341/78-14, and 50-341/79-07.

During

this inspection the following additional and repeated problems were

identified:

Since the second stop work on installation of safety related

a.

hangers on Mar.a 15, 1979, to the date of this inspection,

there were more than 600 hangers released for installation, of

which less than 60 were QC inspected and accepted. The site

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project management appeared to be overriding the site stop work

order.

Prior to the completion of this inspection, all work

releases were rescinded.

b.

The trend analysis procedure WB-Q-112 reviewed previously by

the inspector continued to be deficient. However, the procedure

was satisfactorily revised during this inspection.

c.

Little docume. station exists to indicate that all categories of

hanger install. tion deficiencies had been evaluated by W&B QA.

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d.

While changes on some of the installation drawings were high-

lighted by clouding, no specific instructions were given as to

which portion of the existing structure should be saved.

Drawing P44-3047-G12, Rev. A, which supersedes P44-3047-G06,

Rev. A, is a typical example.

e.

Hangers were not QC inspected in a timely manner. For example,

hanger P44-3189-G16 had not been QC inspected af ter being

installed for more than a month,

f.

Several work packages reviewed during this inspection contained

incomplete documentation. Affected DDC's were filed in different

work locations.

g.

In review of a licensee surveillance report, PC-071079, dated

July 10-11, 1979, FMR's had not been closed in accordance with

FSAR commitments and procedure requirements. The inspector

emphasized that the procedures should b3 implemented and when

they are found deficient appropriate revision should be made.

h.

At the storage area inside the cooling tower, t'e inspett'r

c

observed drive fit bolts on seismic rigid strut lugs that

appeared to have large clearance and threaded load bearing

surfaces. One hanger component with two lugs welded on each

half of the pipe clamp was not in accordance with drawing

R-30-N2177-G27. Rev. O, design requirements.

Prior to the

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completion of the inspection, hold tags were placed on the

affected components.

i.

Hanger 11-3146-G09 (54.9 kips design load with 3 1/2" diameter

drive fit bolt connections) was observed on the 24" RHR line

above the torus suppression pool. A review of stress report

"RHR 2" dated February 2, 1979, indicated the calculated load

to be 55.6 kips which differed from the design load of 54.9

kips. Furthermore, a thermal movement of 1.29" lateral was

indicated but the installation prevented lateral pipe movement.

This deficiency will require additional review.

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DCN 2220, dated June 28, 1979 to DECO Specification 3071-42,

Rev. A, specified a tolerance of 1/16" over bolt size for

" drive fit" bolt connections. The inspector stated that a

total clearance of 1/8" to 1/4" could exist on the strut assembly.

The DECO engineers stated that they will evaluate the effect of

clearance and the threaded load bearing surface on the seismic

analyses.

k.

In review of P44-3047-G12, Rev. A, (see Paragraph 1.d above)

the inspector noted that the special lug design was without

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vertical dimension; also, the lug retainers, Item 103 of the

standard drawing 3M-2331, were not compatible with the special

lugs.

Upon considering the problems identified above, the inspector concluded

that the licensee's actions to correct hanger installation deficiencies

and to prevent recurre ce appeared to be inadequate. This is considered

an item of noucompliance with 10 CFR 50, Appendix B, Criterion XVII,

and Enrico Fermi 2 FSAR, Section A17.5.16 (341/79-16-01). Two

sitilar items of noncompliance were identified in RIII Reports No.

50-341/78-14 and No. 50-341/79-07.

2.

Entorcement Meeting Held at RIII

Due to the recurring hanger problems identified by the RIII inspector,

and the failure on the part of the licensee to effectively correct

the deficient conditions, a meeting was held on August 10, 1979, at

RIII, to discuss with licensee management the significance of the

problems and ways to reverse the undesirable trend.

Items discussed

included:

A new site organization structure was presented by the licensee.

a.

It provides for a special hanger installation and inspection

group to centralize operations and control.

b.

The need for a system or program to improve the design engineering,

QC, and construction personnel work interface.

Improvement

areas should include better design instructions, utilization of

field sketches to clarify design intent, and better understanding

on the use of DER's by the field personnel,

c.

Conduct QA audits on procedure implementation and streamline

the procedure revison process.

d.

The need for licensee overview on trend anlaysis peformed by

W&B QA.

In addition 19 the trend analysis, investigate the

underlying causes and provide prompt corrective actions and

personnel training.

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Timely update of documents, work and inspection status.

Better

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document control and speedier document retrievability,

f.

Step-up material and equipment source and site QC inspection

and surveillance. The licensee reported 100% ccerce inspection

at the hanger vendor shops and is considering re-inspection of

all previously inspected items based on recently established

acceptance standards.

g.

50 S&W .irawings were reviewed by DECO engineers in June 1979,

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30% contained minor problems and 20% were determined to be

"inconstructable".

Improvement on S&W hanger design review

appears to be a must.

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h.

The need for a close working relationship between licensee

engiueering and QA. Performing joint audits on hanger pro-

cedure implementation and hardware conditions would help.

i.

Licensee engineering evaluation on gap tolerance for hanger

component pin connections.

j.

In regard to the conditional hanger work under site stop work

order, the licensee committed to limit themselves to no more

than 10 hangers on large bore pipes and 20 hangers on small

bore pipes, using a one for one replacement after QC inspection

and acceptance.

k.

The need for a better awareness and grasp on implementation of

the improved hanger program. The licensee agreed to provide

RIII a QA I hanger installation and inspection status report

for evaluation and review on a weekly basis.

3.

Observation of Licensee Audit at GE

The inspector accompanied the licensee audit team on June 12-}3, 1979,

at GE, San Jose, California. The audit areas included pipe hanger,

snubber and pipe whip restraint calculations, work procedures, and

personnel qualification. As a result of the audit, the licensee

ider.tified that (1) hanger calculations made by ITT-Grinnel Corporation

were not documented, (2) Nutech Report "Ent,ineering Evaluation of

Recirculation Pump Hangers", dated Febr9ary,1975, relative to the

inadequate design of recirculation loop

ip hangers had not been

evaluated by GE for application. Follo

on these items were

underway inaccordance with the licensee corporate procedure. The

inspector stated that he will review the resolution.

This is an

unresolved item (341/79-16-02).

It was further identified by the licensee that the GE calculations

for the cable type pipe whip restraints installed on the 12 and 22

inch recirculation loop piping were not reviewed by another qualified

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engineer.

However, because of the conservatism established in the

scaling formula derived from actual tests, and the use of alternative

computation methods, overall, the calculations and documentation are

considered acceptable.

Unresolved Items

Unresolved items are matters about which more information is required in

order to ascertain whether thef r.re acceptable items, items of noncompliance,

os deviations.

An unresolved item, disclosed during the inspection is

discussed in Paragraph 3.

Exit Interview

The inspector met with site staff representatives (denoted under Persons

Contacted) at the conclusion of each portion cf the inspections. The

inspector summarized the purpose and findings of th2 inspection. The

licensee acknowledged the findings reported herein.

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