ML19208D174

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IE Insp Rept 50-341/79-14 on 790619-22.Noncompliance Noted: Failure to Control Purchased Matl,Equipment & Svcs & Failure to Identify,Correct & Preclude Matls from Being Shipped from Vendor
ML19208D174
Person / Time
Site: Fermi 
Issue date: 07/17/1979
From: Hansen W, Knop R, Phillips H
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
To:
Shared Package
ML19208D170 List:
References
50-341-79-14, NUDOCS 7909280081
Download: ML19208D174 (24)


See also: IR 05000341/1979014

Text

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U.S. NUCLEAR REGULATORY COMMISSION

OFFICE OF INSPECTION AND ENFORCEMENT

REGION III

Rsport No. 50-341/79-14

Docket No. 50-341

License No. CPPR-87

Licensee: The Detroit Edison Company

2000 Second Avenue

Detroit, MI 48226

Facility Name: Enrico Fermi, Unit 2

Inspection At: Detroit / Troy, Michigan offices

Fermi Site, Monroe, Michigan

Inspection conoucted: Jun

19-22, 1979

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Inspectors:

H. S. Philli s

7-/7-76

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W. A. Hansen,

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M J. J. Harrison

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Accompanied By:

R. C. Knop

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Approved By:

R. C. Knop, Ch f

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Projects Section 1

Inspection Summary

Inspection on June 19-22, 1979 (Report no. 50-341/79-14)

Areas Inspected: Follovup on Bulletins Calendar Years (CY) 1975-1979 and

Circulars CY 1976-1979. Followup on open items identified during previous

inspections. Followup on telephone allegation regarding anchors which

pulled out of concrete. Safety related structures structural steel and

support procedures / structural steel welding; Safety Related Components

(work); electrical cables and instrumentation. This inspection involved

a total of 124 inspector-hours on site by four bRC inspectors.

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79092800 n

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Results: Seven areas were inspected. Three items of noncompliance were

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identified in three of the seven areas inspected.

(Infractions - failure

to control purchased material, equipment and services; failure to identify,

correct and preclude materials and equipment from being shipped from the

vendor, being accepted by receiving inspection at site and failure to

preclude nonconforming material from being installed. Deficiency - failure

to properly identify safety related cable trays.)

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DETAILS

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Persons Contacted

Principal Licensee Employees

  • E. Hines, Assistant Vice President of Quality Assurance (QA)
  • T. A. Alessi, Director Quality Assurance
  • R. W. Barr, Project Quality Assurance Director
  • H. A. Walker, Project Quality Assurance Director
  • C. J. Miller, Quality Assurance Engineer

G. Carter, Quality Assurance Engineer

P. Cribbs, Quality Assurance Engineer

  • J. R. Mullins, Quality Assurance Engineer
  • W. Fahrner, Project Manager
  • T. H. Dickson, Assistant Project Manager
  • W. Everett, Project Superintendent
  • C. R. Bacon, Field Project Engineer

M. A. Esau, Site Inspector (Purchasing)

Other Personnel

  • J. G. Bolt, Project QA Manager, Daniel International Corporation (DIC)

C. V. King, Elect QA Engineer, DIC

  • J. T. Blixt, QA Manager, DIC
  • C. W. Kostbade, Assistant Project QC Manager, DIC
  • K. Dempsey, Assistant Project Manager
  • L. Hack, QC Manager, L. K. Comstock (LKC)
  • C. Mitchell, Assistant Project Manager, LKC
  • E. L. Young, Project Executive Manager, Wismer and Becker (W&B)
  • C. Kellar, Project QC Manager, W&B

The inspectors also talked with and interviewed several other licensee

and contractor employees, including members of the quality, technical,

and engineering staffs.

  • Denotes those attending the first or second exit interview.

Licensee Action on Previous Inspection Findings

(Open) Unresolved Matter (No Number Assigned): Region III received a

telephone call regarding " anchors" which had pulled out of the concrete.

The caller thought that the location was in the reactor building but was

not sure. A subsequent call was received on May 14, 1979, which stated

embeds had pulled out of the concrete in the turbine building N&P row.

The caller was assured that the item would be inspected during a routine

inspection.

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The inspector observed the embeds in the turbine building at three locations.

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William Terry, Daniel Field Engineer, stated that temporary lugs had been

attached by workmen and unknown loads had been hoisted. These embeds are

used to attach hangers N21-3109-G01, N21-3109-G10 and N21-3109-G13. The

N21-00 designation identifies the piping system to be supported as a

reactor feedwater supply system piping. The only components considered

to be safety related are the isolation valves which were not involved.

The licensee's engineering is investigating and will review and approve

necessary actions to correct these nonconformances. This matter is

similar to allegations investigated in NRC Report No. 50-341/79-04 and is

considered open pending a final review of DECO investigation report. The

licensee stated they would furnish Region III with a copy of this report

,

_

when completed as well as the basis of assuring that similar safety

related embeds are adequate to support design loads, that is, tests of

existing embeds.

(341/79-14-01)

(Closed) Noncompliance (341/78-09-06): Audits of Daniel QC procedures

were not comprehensive. This item was reviewed by the NRC inspector

during inspection No. 50-341/79-1? and should have been closed when open

item No. 341/79-09-05 was closed.

(Closed) Unresolved Matter (341/78-18-07): The in pector observed Dravo

boss welds that had excessive surface roughness which would preclude

meaningful NDE (PT) of these welds. Subsequent to this visit, Daniel

attempted to perform NDE on these welds and they found that meaningful

NDE could not be performed. Daniel also found additional examples where

the vendor had furnished similar boss welds. This matter is considered

closed because it is part of a noncompliance described in Paragraph 3 of

this report and will be followed under that item.

(Closed) Open Item (1/79-05-01):

Conflict between Fermi FSAR Sections

3 and 7 and QA level 1 instruments. The inspector reviewed the licensee's

change to the FSAR dated March 16, 1979, and reviset 7CN 1021, Rev. B,

dated May 4, 1979.

(Closed) Unresolved Item (341/79-05-02): General Electric supplied

instrument racks indicated that the documentation was complete. However,

the inspector could not determine if General Electric had audited the

supplier's qualification test / evaluated the test results. The inspector

reviewed the licensee's audit report dated March 21, 1979.

The audit

included seismic qualification and hydrostatic test results on three

instrument racks (H21-P001, H21-P011 and H21-P014).

The finding of the

licensee's audit was that the hydro records were in order and that the

seismic qualification records were acceptable with one minor clarifi-

cation.

This concerne1 seismic qualification of plastic covers versus

aluminum covers on 556 series type instruments.

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(Closed) Unresolved Item (341/79-05-03): Numerous design changes to

Electrical Engineering Standard Specification No. 3071-128, Rev. 1, and

Pipe Erection Specification No. 3071-31, Rev. A, Addendum A.

The inspector

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reviewed the revised specification No. 3071-128, Rev. P, dated May 29,

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1979. Specification No. 3071-31 had been revised and was being routed

for final approval.

(Closed) Unresolved Item (341/78-11-05): Review of X-rays on Control Rod

Drive Vessel return nozzle cap and eight replacement safe ends.

Item was

inspected and is closed, for details see Section IV, Paragraph 1.b of

this report.

(Closed) Noncompliance (341/78-18-09): PT Developer not removed from

steam separator standpipe to shroud head welds. The inspector visually

examined the welds and found them to be acceptable.

(Closed) Noncompliance (341/79-09-01): Nondestructive Examination (NDE)

personnel not qualified to perform NDE per ASME Code, Section III/V. NDE

personnel did not have proper experience, training or eye test. During

this inspection, this inspector reviewed the action taken by General

Electric Company as follows:

(a) GE site personnel requalified; (b)

subcontractor personnel in question were removed from the site; (c)

examinations performed by these individuals have been/are being re-examined

on a sampling basis; and (d) GE IS&E offices have altered policy and

procedures to assure this problem does not recur. The actions taken are

satisfactory.

(Closed) Noncompliance (341/79-09-02): Materials Assurance Company did

not maintain records of an individual's actual examination. The inspector

reviewed the action taken by GE which is considered to be acceptable.

GE

issued a form type letter to all NDE subcontractors to advise what records

would be required to meet contract and code requirements. These records

are and will be verified during audits.

Licensee Action on IE Bulletins

Four NRC inspectors reviewed Bulletins No. 75-01 through 75-08; 76-01

through 76-06; 77-01 through 77-08; and 78-01 through 78-14 to determine

that the licensee had taken the following actions:

Written response made in time required.

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Response included information required.

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Corrective action in response.

Onsite management advised of response.

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Followup on corrective action (CA) taken as described in the response.

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Information Bulletins received, reviewed and corrective action

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taken/ scheduled.

The actions were considered adequate; however, the followinf,, recommendations

were made relative to improving the system:

Develop a formal procedure instead of the present memo.

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Clarify the present computer program system in the procedure to

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simplify tracking status.

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Describe how bulletins, which do not now apply but may later apply,

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are handled.

Include a requirement in the procedure to advise site management of

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Bulletins / responses.

1.

The inspectors performed technical reviews and the specifics are as

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follows:

IE Bulletins No. 79-01 through 79-12 were reviewed for licensee

actions outlined above. Actions were complete on 79-04, 79-09 and

79-11; however, the remainder of the Bulletins were in review.

2.

The inspector performed electrical technical reviews and the specifics

are as follows:

The inspector reviewed IE Bulletin Nos. 75-03, 77-05,77-05A, 77-07,

78-02 and 78-04.

Subsequent to the issue of these bulletins, IE

Circular No. 78-08 was issued, and contains the same information as

the bulletins. For tracking purposes, the bulletins are closed and

future inspection results covering these matters will be documented

under Circular No. 78-08.

The inspector reviewed the following IE Bulletins and assessment of

the licensee's review:

Westinghouse Type OT-2 Control Switches (IE Bulletin No. 75-06).

a.

Review of drawing No. 61721-2022-2, Rev. E, Typical Arrangement

of Equipment to verify that Fermi 2 does not use this type of

switch identified above.

b.

GE Type HFA, HGA, HKA and HMA relays (IE Bulletin No. 76-02).

Review of the RPS control logic drawing indicates that these

types of relays are not being used at Fermi 2.

Detroit Edison

notified the inspector that if any nylon coils are found during

preoperationa) and startup testing phase, they would be replaced

with Lexan type.

GE type STD relays (IE Bulletin No. 76-03). Review of drawings,

c.

Typical Arrangement of Equipment to verify that Fermi 2 does

not use this type of relays.

d.

Westinghouse Type BFD relays (IE Bulletin No. 76-05). Review

of control logic drawings and visual inspection of the main

control panels and relay panels indicates that Fermi 2 does not

use this type of relays.

ITE Imperial Pneumatic Time Delay Relay (IE Bullet'in No. 77-01):

e.

This bulletin was previously identified and was being carried

as an unresolved item No. 341/77-09-03.

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f.

Westinghouse AR relays (IE Bulletin No. 77-02). Review of

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drawings and physically verified that Fermi 2 does not use this

type of relays.

g.

General Electric type AK-2 low voltage power circuit breakers

(IE Bulletin No. 79-09). Physically verified that Fermi 2 does

not have this type of circuit breaker.

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h.

Cutler-Hammer Type H, DC Relays, Catalog No. D23MD (IE Bulletin

No. 78-06). The licensee had performed a systematic review of

the Ferni 2 design and equipment specification and confirmed

that this type of DC relays were not installed in Class IE

equipment.

3.

The inspector reviewed the licensee's actions and responses to IE

mechanical bulletins affecting Fermi 2 as follows:

79-03 - Open, awaiting action by licensee vendor (Dravo) to

a.

ascertain if material of the type in question was utilized on

safety related systems.

Investigative data was reviewed by tha

inspector for other sources as estracted by the licensee action

appears to be adequate except as previously noted.

b.

79-04 - Closed, bulletin subject was Velan check valves.

The

licensee has one purchase order with Velan, for 24" Gate Valves.

A review of the bill of materials and purchase orders was

conducted and confirmed this.

c.

78-10, 75-05 - Closed, subject Hydraulic Snubbers. Fermi 2

will be utilizing only mechanical snubbers in containment.

These bulletins do not currently affect this plant.

d.

78-12, A and B - Open, an extention was give by the NRC to

General Electric for Combustion Engineering manufactured reactor

vessels. The licensee will advise the NRC when a response is

obtained from General Electric.

76-04 - Was an informational bulletin and the licensee had

e.

acted accordingly.

Licensee Action on IE Circulars

The inspectors reviewed Circular Nos. 76-01 through 76-05; 77-01 through

77-16; 78-02 through 78-19, and 79-02.

These circulars had been received,

revised and corrective action was recommended.

The actions taken were

adequate; however, in several cases corrective action was n h completed

within the time requ' ed by the NRC or DECO. There were no letters in

file to show responses to that Circulars 76-04 and 76-05 had been sent to

the NRC within 90 days, however, the licensee telephoned after the inspec-

tion and stated the responses had been found.

Circulars 77-10, 77-14 and

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77-15 are examples where corrective was not completed by the time

required by Deco nor were there letters to show that extcusions were

granted.

The system appeared to be working well overall; however, the following

reconunendations if adopted may improve the system and eliminate these

administrative oversights.

Assign responsibility for tracking responses / corrective action dates.

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Use the computer program to track circulars.

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Require that overdue responses / corrective action be brought to

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management's attention.

1.

The inspector reviewed the technical (electrical) aspects of IE

Circular No. 78-08.

The specifics are as follows:

The inspector noted that the Main Steam Isolation Valves (MSIV)

a.

have Namco type SL3-CB2W and the feedwater isolation swing

check valve has a Namco D1200C--I type limit switches. The

inspector could not determine if these limit switches were

environmentally qualified for service inside the containment.

b.

The inspector reviewed Franklin Institute Research Laboratories

(FIRL) test report F-C3441 dated September 1972, titled

" Qualification Test of Limitorque Valve Operators in a Simulated

Reactor Containment Post-Accident Steam Environment." The

inspector could not determine if this test was for the various

types and sizes installed at Fermi 2 (i.e. SMB-2, SMB-4 and

SBD).

The inspector reviewed Joy Manufacturing Company test report

c.

X-604 dated April 6,1977, and titled " Qualification Testing of

Joy Axivane Fan and Reliance Electric Motor for Class 1 Service

for Nuclear Containment per IEEE 334-1974" for the drywell

cooler fans. The inspector could not determine if the radiation

test was performed in accordance with specification No. 3071-78.

During the review, the inspector noted that the test data

indicated that motor insulation resistance was zero at different

points during the test. The licensee indicated that they had

not evaluated what impact, if any, the zero insulation resistance

readings had on the test results.

These matters are unresolved.

(341/79-14-02)

No items of noncompliance were identified.

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2.

The inspector reviewed the licensee's actions and responses to IE

circulars (mechanical) affecting Fermi 2 as follows:

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78-07 and 76-05 - Closed - Subject Hydraulic Snubbers. Fermi 2 will

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be utilizing only mechanical snubbers in containment. These circulars

do not currently affect this plant.

Functional or Program Areas Inspected

Functional or program areas inspected are discussed in Sections I, II,

III and IV of this report.

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Section I

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Prepared by H. S. Phillips

Reviewed by R. C. Knop, Chief

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Projects Section 1

1.

Plant Tour

The inspector toured the entire Reactor building except for the

inside of the vessel. The control room and cable tray spreading

room in the Auxiliary building was toured.

Construction activities

and progress were assessed.

The licensee recently reported

construction to be eighty percent (80%) complete.

No items of noncompliance or deviations were identified.

2.

Structural Steel Welding Outside Containment

The inspectors found that safety related structures (structural

steel, supports and welding) outside containment has been completed

except for minor work.

Any such additional work should be covered

in conjunction with the welding of containment structural steel and

penetrations pipe; support / restraint systems.

No items of noncompliance or deviations were identified.

3.

Structural Steel Welding Inside Containment

Review of Walbridge Aldinger QA Procedures

a.

Walbridge Aldinger Company (WACo) assumed the duties of NSICo,

a site contractor, November 21, 1978. These duties included

performing safety related work, that is, installation of Inland

Ryerson furn.shed wall brackets supports for reactor pressure

vent, core spray, feedwater and recirculation lines.

The inspector briefly reviewed the WACo instruction manual and

found that their company was using Edison QA Manual.

Daniel

International Construction Corporation (DIC) was performing

first level inspection. WACo committed to weld per specification

D.1.1-72.

The engineer stated he was working to AWS D.I.1-75.

The inspector noted that the installation drawings conformed to

the AWS D.I.1-75 and 77 specification.

It was also noted that

this documentation inconsistency causes the engineer considerable

work to relate the old and the new specification.

In fact,

weld joint design BU2a on Drawing 65-721-3179, a new designation,

does not correspond to the old designation (AWS D.I.1-72).

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The inspector found that no evaluation of the WACo QA program /

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work procedures was accomplished. DIC letter dated November 21,

1978, subject: Walbridge Aldinger Company / Bracket and Guard

Tube Work, essentially by passed Edison's and Daniel's QA

organization and the requirement to evaluate WACo. Si.ce WACo

had been previously responsible for nonsafety related work the

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issuance of a field work order without assuring personnel were

trained and qualified did not conform to the requirements of

Edison QA Manual QAP No. 1, "The Quality Assurance Program,"

which stated in part in Paragraph 1.5.3, " Edison, or its agent,

has the responsibility for the review and concurrence with QA

programs of its vendors and contractors." Paragraph 1.8 requires

that Quality Assurance assure that indoctrination and training

of contractor personnel be accomplished. Edison QAF No. 19

also requires that vendor's or contractor's quality assurance

program be audited to determine acceptability.

In this case,

Edison QA should have been requested to audit Daniel's and

WACo's program prior to award.

The subject Daniel letter failed to address whether quality

assurance would be provided by Edison, Daniel, or Walbridge

Aldinger Company.

These findings (341/79-14-03) represent a noncompliance to

10 CFR 50, Criterion VII, Control of Purchased Material, Equipment

and Services.

See Appendix A.

b.

Review of Walbridge Aldinger Company Welding

The inspector observed AWS DI.1-72 welding at various stages of

completion for weld identification, joint preparation, weld

procedures, repair procedures, weld material, welding variables,

welder qualification, QC inspection and testing. These areas

were found satisfactory except as follows:

(1) Field Erection Plate for Sacrificial Shield, Drawing

65-721-3179, Section CC; Welding A588 Material Grade A or

B, per Procedure P103 at 180 Azimuth, drywell area, 613.5

elevation.

The inspector observed welding by welders WA-20 and WA-22.

Field weld No. I was an overhead weld and No. 3 was a flat

weld in process.

No. 2 and 4 were completed welds. The

2" material A588 Grade B required filler material AWS

2.5.1 (1/8" 7018). The parameters were 110-150 amps /21-24

volts with a weld travel speed of 2-8 inches'per minete.

The weld process sheet did not show weld parameters. The

procedure was not available at the work s:.te and the

welders had not read the procedure. This lack of training /

indoctrination was discussed in Paragraph 3.a above and is

considered a part of the noncompliance in that paragraph.

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(2) Core Spray Restraint 3 racket, Exterior Bracket for Sacrificial

Shield, S&L Drawing B143, Rev. K; Welding material A588,

Procedure P108 in fabrication shop.

The inspector observed the repair of the vendor weld on a

bracket which was fabricated by Inland-Ryerson, an offsite

vendor.

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The Inland-Ryerson paperwork indicated that the full

penetration welds had been ultrasonic tested and found

acceptable. The inspector observed a 12" defect after

removing most of the weld metal. The grinding personnel

stated that the defect extended the entire length of the

weld, approximately two feet.

In places the slag entrapment

was about one quarter (1/4) inch wide. The joint design

(bevel) appeared to be improper. The WACo engineer presented

DOR 2774 which documented this condition.

This defect was

identified on site by visual inspection.

Generic Inland-Ryerson welding problems were identified in

Daniel QC letters dated March 2, 1979, and April 16, 1979.

Although the generic problem was identified, action to

comprehensively identify and correct these nonconformances

was not apparent.

(3) RHR Heat Exchanger Platform, Drawing No. 6C 721-3510,

Rev. 10, Bill of Material B2782-785.

The inspector observed welding which was in progress on

the subject platform. The appearance of the finished

welds performed on site appeared to be satisfactory;

however, the welds made offsite by Inland-Ryerson per AWS

Dl.1-72 were inadequate. That is, visual inspection

revealed improper fitup, undercut, porosity and incomplete

fusion. The slag was not chipped from the surface of the

weld and paint was applied over the slag.

(4) Review of All Inland-Ryerson Furnished Sacrificial Shield

Wall Brackets

The inspector reviewed a listing of all brackets installed

to date and found that twenty-six of seventy-one brackets

(thirty-seven percent) were identified as nonconformances.

This percentage deficient is largely based on visual

inspection to AWS D1.1-72 welding requirement performed by

Daniel AC at the site.

Inspections performed (offsite by

Inland-Ryerson and licensee personnel should have prevented

shipment of such nonconforming brackets to the site.

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(5) Previous examples of inadequate source inspection at

vendors as well as past noncompliances indicate that the

licensee's past corrective action has not precluded

repetition. The following examples have occurred in the

last sixteen (16) months:

Inadequate visual source inspection of electrical

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supports at vendors resulted in hundreds of cable

trays hangers being installed even though it was

visually evident that the welds did not meet AWS

D.1.1-75.

NRC Report 50-341/78-05 (March 1978).

Inadequate visual source inspection of GE jet pumps

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which resulted in the pumps being shipped and installed

in a nonconforming condition. NRC Report 50-341/78-18

(November 1978).

Inadequate visual source inspection of Dravo boss

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welds on piping. Excessive surface roughness would

not allow meaningful NDE (penetrant inspection).

Subsequent review by the licensee indicated there

were other examples of such nonconforming items that

were installed. This item was classified as unresolved

in NRC Report No. 50-341/78-18 (November 1978).

Inadequate visual inspection of Schrieber Manufacturing

.

Company welding of beams A3101, A3104, A3113, A3116

and A3117. NRC Report 50-341/79-03 (Januar'/ 1979).

The findings in Paragraphs 3.a and 3.b represent a noncom-

pliance to 10 CFR 50, Appendix B, Criterion XVI, Corrective

Action.

(341/79-14-04) See Appendix A.

These findings indicate a system breakdown in the quality

assurance program, in that the following were not corrected:

Source inspection and/or audit of the vendor was

.

inadequa'te.

Inspection (visual) of vendor brackets

did not prevent the shipment of nonconforming brackets

from the vendor.

Receiving inspection did not prevent the acceptance

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of nonconforming brackets.

Nonconforming brackets were installed even though

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nonconformances documenting the problems were evident.

Quality assurance trend analysis of vendor noncon-

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formances was not performed or was inadequately

performed.

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Site audits of WACo, the site contractor responsible

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for installing the brackets, were not performed. QA

was excluded from the preaward cycle and no program

evaluation was performed briore award. An audit was

scheduled but was senceled because of loss of personnel.

Engineering dispositions appear to have overlooked

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the generic problem of not meeting the AWS specification

imposed by the purchase order. The NRC inspector

stated that reviews performed by engineering should

consider generic implications in the future.

Communica-

tions between quality and engineering organizations

needs to be improved in this area.

.

The licensee's response should specifically describe the

following:

How the licensee will assure that all vendor furnished

.

material / components on site is adequate? When this

action will be complete?

How nonconforming materials / components, installed or

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to be installed, will

corrected? What is the

target date for cor,plet.ah this action?

What action will 'oe taken to essure adequate vendor

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surveillance? How many vendor- <ill unia include?

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When will t!.is action be completed?

What action will be taken to assure that adequate

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receivino 4Jenection at the site is accomplished?

When wlil thts action be completed?

What actiona will be taken to assure that quality

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a ssuranr+: organizations perform comprehensive audits

and trend analysis?

.

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Section II

Prepared 'y J. Hughes

o

Reviewed by D. W. Hayes, Chief

Engineering Support

Section 1

1.

Observation of Recent Electrical Work Activities

The inspector observed the in-progress and partially completed

a.

installation of the following Class 1E cables:

Cable No. 221184-2C

Cable No. 221349-2C

Cable No. 221654-2C

Cable No. 228794Y-2C

Cable No. 200023-2P

Cable No. 220080-2P

The cables were properly routed in accordance with pull cards.

The raceways and conduit were free of debris, sharp edges, etc.

and grounded. Separation criteria, identification, bend radii,

and specific cable pulling tensions were calculated in accordance

with procedures.

b.

During the cable pulling operation, the inspector observed

various vertical cable trays which had their identification

markers located inside of the tray and were not visible once

the cables were placed in the trays. Specification 128 states

in part, "They shall be located for easy identification by

plant personnel." This item is considered to be in noncompliance

with the requirements of 10 CFR 50, Appendix B, Criterion VIII,

and applicable specifications and procedures, as described in

Appendix A of this report.

(341/79-14-05)

The inspector verified installation of the Motor Control Center

c.

(MCC) 72ED-2D switchgear located in the RHR building complex.

Relative to the above equipment, the following attributes were

considered to be acceptable:

Segregation of nonconforming

components; techniques of handling; methods of welding and

inspection; implementation of inspection procedures; equipment

location, missile protection and separation; and related record

keeping including maintenance and nonconformance r'eports.

No items of noncompliance were identified except as noted in

Paragraph 1.b.

105)

309

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.

2.

Electrical Cables - Review of Quality Records

.

The inspector reviewed cable installation records which were

a.

being used for inspection of the above mentioned cables in

Paragraph 1 above. The inspector determined that the following

were signed off by the LKC QC inspector prior to cable pulls,

after pulls and/or during the cable pulls:

-

(1) Raceway and conduit completed, including cleanliness,

marking, etc.

(2) Cable identification correct for type, size and color,

including cable reel number.

(3) Cable number identification tags installed according to

procedures.

(4) Cable routing the same as the routing on the pull cable.

(5) Cables dressed and tied properly to the tray with tie-raps.

(6) Cable bend radii and pull tension were not exceeded.

(7) Tension meter number LTM 5 (LKC eqLipment 2192) cabriation

was current.

b.

The inspector reviewed cable installation records for electrical

cables identified and 200026A-2P; 200026B-2P; 200022A-2P; end

200022B-2P and determined:

(1) The installation to be in accordance with L. K. Comstock

Procedure, Cable Pulling Instructions WI-000-03-008.

(2) Cable pull cards, dates and revisions were current.

(3) The records include type, cable class code, and prefab

number.

(4) LKC cable pull inspection check, which was signed off by

the QC inspector prior to cable pulls included the following:

(a) Raceway and conduit must be completed, including

cleanliness, marking and QC signoff prior to pulling

cables.

(b) Temperature must be above 14 F in the arpa where a

cable pull is in process.

(c) Cable to be pulled must be correct type, size and

color with appropriate documentation and QC signoff

prior to cable pull.

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\\05\\

5\\D

.

.

(d) Cable number identification tags must be installed at

.

each end of the installed cable.

(e) Cable routing must be the same as the routing on the

pull card.

(f) Cables must be dressed and tied properly to the tray

.

af ter pulling i.he cable.

(g) Cable bend radii must not be exceeded.

No items of noncompliance were identified.

3.

Instrumentation - Observation of Work Activities

The inspector verified installation of NSSS rack H21-P001 (Core

Spray Syrtem A) to ascertain whether the requirements of applicable

specifications and drawing (GE 145C3421TG) were accomplished in the

following areas:

Identification and location, proper tyle of instre-nt

component with proper range, rating, etc. and in there proper location,

including the generation of inspection records during inspection

activities by qualified inspection (QC) personnel and that identification,

segregation and documentation with respect to nonconforming components.

Racks were physical protected as specified and protected from adjacent

construction activities.

Note: General Electric has issued Field Disposition Instructions

(FDI) WHGP Rev. O and WHGM Rev. O at the request of Detroit Edison

Company to supply a testability option. These FDI's are to replace

level and/or pressure switches with transmitters on racks H21-P010,

P014, P019, P022, P036, P037, P038, P004 and P015. The RIII inrpector

will review installation and seismic documentation.

Load distribution

changes are due to the addition of transmitter versus pressure

switches which was originally installed and tested. This item is

unresolved.

(341/79-14-06)

No items of noncompliance were identified.

4.

Instrumentation - Quality Records

The inspector reviewed installation records for the following Class

IE instrumentation racks; H21-P001, P004A, P005A, P004B and P005B.

Wismer-Becker travelers included current drawings, location, weld

procedures, receipt inspection number, weld rod issue ticket, process

control sheets, QC verification.

The inspector found the above

records satisfactory.

,

No items of noncompliance were identified.

1051

311

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.

.

5.

Eher Areas Inspected

During a tour of the plant, the inspector observed several cable

tray supports (hangers) being installed in the Nancy Area - located

in the auxiliary building.

Several support base plates located in

the RHR building contained laminations; this nonconformance had been

documented on a Deviation Disposition Request (DDR) and deficient

.

material has since been replaced. The inspector inquired as to

whether or not similar inspections had been conducted in the reactor

building, concerning support base plate quality. The licensee

indicated that the base plates in the reactor building had not been

inspected for similiar defects; however, such an inspection will be

conducted. This item is unresolved.

(341/79-14-07)

.

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-

-

Section III

Prepared by W. A. Hansea

Reviewed by R. C. Knop, Chief

Projects Section 1

2.

Containment Piping Penetration Review of Completed Work and Records

The inspector selected three containment penetrations for piping

systems, X16H, X17 and X42. The following activities were verified:

The penetrations were inspected at receipt for damage.

a.

b.

The material data packages were verified by inspectors.

NDE was performed during installation in accordance with work

c.

specifications.

d.

The inspector performing the NDE was qualified to perform

visual and liquid penetrant inspections.

2.

Review of Work Activities Concerning the Flued Head Anchor Structure

No. 4 for Penetration X17

During a tour of work areas it was noted that two welds on the

anchor structure legs were not made. Pertinent documents including

Drawing 6M721-9163, Design Change requests P-0 711A through D, PO

1005A.

Deviation Disposition Request W2573 and Wismer and Becker

Nondestructive Examination reports were reviewed.

Two significant items were noted during this review.

During the revision of Drawing 6M721-9163 to incorporate DCR P-0711D

a note was added to the drawing specifying the welding requirements

but did not delete the welds as was done in the DCR. The weld

symbol for the anchor structure required t'2e anchor legs be welded

completely around; however, the drawing was not changed to indicate

clearly that welds were deleted.

Since this item concerns the

handling of DCds as did unresolved item 341/78-09-15 the item will

be resinpected when evidence has been submitted to indicate that

DCRs are being properly controlled. For records purposes this will

be identified as unresolved item 341/79-14-08.

,

The Nondestructive testing inspection report on file for the anchor

structure welds are inconsistent. Form EF140 for Flued Head Anchor

Structure 4 Field welds 5 and 6 indicated that the bottom weld face

1051

3I3

- 19 -

.

.

'

was inspected for each weld. The bottom weld lead was deleted by

DCR P-0711D. Another NDE report on file indicated that the welds

were satisfactory but did not list each weld area or surface.

This matter is considered an unresolved item pending verification of

the correct inspection of the structure welds.

(341/79-14-09)

,

.

9

.

es

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.

.

Section IV

,

Prepared by J. J. Harrison

Reviewed by D. H. Danielson, Chief

Engineering Support

.

Section 2

1.

Review of Quality Implementing Procedures and Quality Related

Records for Safety Related Components

The inspector reviewed the following quality records for receiving

inspection, material received, ship-out, receiving inspection,

issuance and manufacturers documentation for the components listed

in Table I.

This review included assurance that procedural requirements

were being met.

Also, radiographs were reviewed for reactor vessel

connections.

The following quality recordr. for valve V17-2020 were reviewed

a.

to assure that the requirements of Daniel International (Daniel)

procedures AP-VII-03, Material and Equipment Receiving, and

AP-VII-09, Quality Assurance Record filing were met:

Manufacturers documenation package, Daniel document control

.

number E41-50-F-002-QO-001. Originally source inspected

and accepted by Bechtel Corporation for Ralph M. Parsons

Company on March 29, 1974.

Receiving Inspection was performed on April 2, 1979, by

.

Parsons, report No. 906-6.

Valve was shipped-out to manufacturer on DECO order No.

.

402, dated July 21, 1977, for modification.

Daniel performed receiving inspection on the documentation

.

package on April 5,1978, recorded on report. 4-5-78-2E.

Wismer and Becker performed receiving inspection on April 27,

.

1979, and documented on report No. 1307.

Wismer and Becker field issued this item on August 16,

.

1978, requisition 19964.

A similar review was conducted for the other components listed

in Table I.

b.

The inspector reviewed the final radiographs for the replacement

safe ends and contiol rod drive nozzle cap. This review included

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1051 MS

.

.

evaluation against the requirements of the ASME Code and General

,

Electric procedure NDE-RT-3000, Rev. 3, dated September 27,

1978, with results as follows:

Feedwater Nozzles

.

Weld Number

Status

.

N4A

Accept

N4B

Accept

N4C

Accept

N4D

Accept

N4E

Accept

N4F

Accept

Core Spray Nozzles

.

h5A

Accept

NSB

Accept

CRD Return Nozzle

.

N9

Accept.

No items of noncompliance or deviations were identified during the

review of the records denoted above.

2.

Observation of Work and Work Activities for Safety Related Components

The inspector observed the storage, handling and protection, installation

work in progress, protection after installation, esd action related

to nonconforming components listed in Table I.

The following nonconformance reports were reviewed, as a result of

inprocess related problems, to the requirements of Wismer and Becker

procedure WB-A-113, Reporting of Defects and Nonconformance:

Wismer and Becker DDR No. 580 (Hold Tag No. 801 dated March 26,

.

1979) dated March 26, 1979, Subject: Arc strikes on valve

V17-2021, awaiting disposition.

Wisiner and Becker DDR No. 380 (Hold Tag No. Q365 dated March 23,

.

1979) dated March 23, 1979, Subject:

(1) Valve welded in an

Conditional Release No. 153 violated, (2) Valve was issued

prior to receiving inspection by Wismer and Becker, and (3)

Valve identification tag identified as V8-2159, code data

report NPV-1 says V8-2016 - Awaiting Resolution.

No items of noncompliance or deviations were identified during the

observations above.

- 22 -

105)

316

.

.

Table I

.

Safety Related Components

Purchase Order /

c

Component

Mfg

Bill of Material

Description

.

A.

V17-2020

Wm. Powell

IE-86734/BM-P1-21M - 10" 900# M. O. Gate Valve,

(S/N 64067-1)

Class I, QA-1

B.

V17-2021

W'. Powell

IE-86734/BM-PI-21M - 10" 900# M. O. Gate Valve,

m

(S/N 71283-1)

Class I, QA-1

C.

V17-2022 Wm. Powell

IE-86734/BM-PI-24M - 10" 900# M. O. Gate Valve,

(S/N 65668-1)

Class II, QA-1

D.

V8-2195

Wm. Powell

IE-86734/BM-P1-24M - 14" 600# Lift Check Valve,

(S/N 64919-1)

Class I, QA-1

E.

V8-2193

Wm. Powell

IE-86734/BM-P1-24M - 14" 600# M. O. Gate Valve,

(S/N 64058-1)

Class I, QA-1

F.

V8-2165

Wm. Powell

IE-86734/BM-PI-21M - 24" 900# M. O. Gate Valve,

(S/N 64464-1)

Class I, QA-1

G.

V8-2161

  • Wm. Powell

IE-86734/BM-P1-21M - 24" 900# M. O. Gate Valve,

(S/N 64051-1)

Class I, QA-1

H.

V8-2159

Wm. Powell

IE-86734/BM-PI-21M - 24" M. O. "Y" Glove Valve,

(S/N 64050-1)

Class II, QA-1

  • Not issued, in warehouse.

Unresolved Items

Unresolved items are matters about which more information is required in

order to ascercain whether they are acceptable items, items of noncompliance,

or deviations.

Unresolved i+ ems disclosed during the inspection are

discussed in Licensee Action on Previous Inspection Findings; Licensee

Action on IE Cir:ulars;Section II, Paragraphs 3 and 5.b; and Section III,

Paragraph 2.

Exit Interview

.

The inspectors met with site staff representatives (denoted in the Persons

Contacted paragraph) at the conclusion of the inspection on June 19-22,

1979. The inspectors summarized the scope and specific findings of the

051

317

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~

.

inspection. This included the apparent items of noncompliance, identified

,

in Appendix A and the Results paragraph of this report, and Unresolved

Matters. The licensee acknowledged the findings.

The project inspector emphasized that the finding concerning inadequate

licensee vendor surveillance / inspection at Inland-Ryerson is considered a

programatic or QA system problem because the problem had been repetitive.

.

.

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