ML19329F562

Nonconformance Rept 16 Per Condition 2 of CPPR-81 & CPPR-82 Re Const Work Performed During Jan - Mar 1977.Resumes of Bechtel Corp & Util Engineers Encl

ML19329F562
Person / Time
Site:	Midland
Issue date:	03/31/1977
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19329F561	List: ML19329F560 ML19329F562
References
NUDOCS 8006300753
Download: ML19329F562 (27)

Text

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r Concustra Powar Company

- (a'l Raport #16, D2cember 31, 1976

/N Pursuant to Conditions 2 F.B. and 2 F.C. of Construction Permits CPPR-81 and CPPR-82, the following report covers the period January 1 - March 31, 1977.

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A. Construction work to be performed during the period:

See Attachment A

B. Supervisors and engineers of the applicant and architect-engineer with quality-related duties who are expected to be onsite during the period January 1 -

March 31, 1977 in addition to those identified in previous reports:

1. Consumers Power Company B. W. Marguglio Director of Project Quality Assurance Services C. T. Black Quality Assurance Inspector

2. Bechtel Power Corporation

a. Quality Control S. A. Gelnett QCE - Civil E. F. Baker QCE - Welding - Temporary assignment 9/28/76 - 12/8/76 R. J. Phelps QCE - Welding A. J. Harrington QCE - Welding D. E. Grosch QCE - Welding - Temporary assignment 9/28/76 - 12/10/76

,p R. L. Duval QCE - Receiving V S. G. Evans QCE - Electrical - Temporary assignment 9/28/76 - 12/10/7-C. T. O'Sullivan QCE - Mechanical M. F. Dooling QCE - Mechanical F. L. Weishaar QCE - Mechanical R. D. 7alverson QCE - Mechanical R. J. Mesey QCE - Mechanical

b. Quality Assurance S. K. Chakraborti QAE - Civil R. C. Hollar QAE - Electrical

c. Construction A. J. Boos PFE

3. U.S. Testing l No change from last report.

C. Quality assurance qualifications of' supervisors and engineers with site-related duties during the period January 1 - March 31, 1977 are listed in Attachment B.

D. Changes '

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d 1. Consumers Power Company '

j B. W. Marguglio will replace F. M. Southworth as Director of Project Quality Assurance Services effective January 1, 1977. Mr. Marguglio's resume will be included with the next report.

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( D.. Changes (Contd)

2. .Bechtel Power Corporation G. A. Waldrop, QAE - Mechanical and E. C. Dutton and L. R. Kane are no longer associated with this project.

Further additions and deletions to the list of personnel with quality-related duties who are onsite during the period January 1 - March 31, 1977 will be noted in the next report.

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" F Attachmtnt A QUARTERLY REPORT FOR

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(' JANUARY THROUGH MARCH 1977 JANUARY 1977 Facility: AUXILIARY BUILDING

1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Control Tower area slab and walls to elevation 659'.

2. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Fuel Pool area walls to elevation 659'.

3. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area walls north of the Fuel Pool to Elevation 646'. ,

4. Continue installation of equipment and large piping in the elevation 568' through 599 levels.

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Facility: REACTOR BUILDING UNIT #1

1. Complete Dome Liner weld leakchase, continue fitup and weld of dome penetrations.

2. Complete Liner Plate second lift alignment and welding, continue fitup and weld of penetrations and embeds.

3. Begin assembly of Dome Spray, Vent and H2 piping.

4. Complete installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Feedwater Isoletion Valve Chamber to elevation 604'.

5. Begin installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the R.V. Pedestal to elevation 602'.

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QUARTERLY REPORT Page 2 Facility: REACTOR BUILDIf!G UNIT #2 '

l. Complete Dome Liner fitup and weld to second lift liner plate.

2. Continue Leakchase and Attachments to second lift liner plate.

3. Continue installation of reinforcing steel, embedded metal and concrete for the Exterior Wall to elevation 703'.

4. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Secondary Shield and Refueling Pool Walls to elevation 605'.

5. Complete installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Letdown Cooler Walls and Columns.

. 6. Begin installation of reinforcing : teel, formwork, x

embedded metal, conduit and process piping and concrete

( ) for the Primary Shield Wall to elevation 612'.

7. Set the Letdown Coolers in place.

Facility: TURBIflE BUILDING UNIT #1

1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping for the Turbine Pedestal Deck.

Facili ty: TURBIfiE BUILDIf!G Uf1IT #2

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the South Subgrade Wall.

2. Begin erection of Structural Steel.

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Facility: YARD AND MISCELLANEOUS STRUCTURES

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Service Water Structure Walls to elevation 609' and Circulating Water Structure base slab.

Facility: SUBCONTRACTS

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the River Intake Structure walls to elevation 600' and the Makeup Structure to elevation 593'.

2. Continue erection of Condensers for T/C 1 and 2.

FEBRUARY 1977 rIl Facility: AUXILIARY BUILDING N/

1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Control Towe. area slab at elevation 659'.

2. Continue installation of reinforcing steel, fontwork, embedded metal, conduit and process piping and concrete for the Fuel Pool area walls to elevation 659'.

3. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area slab ,

north of the Fuel Pool to elevation 646'. )

4. Continue installation of equipment and large piping in the elevation 568' through 614' levels.

Facility: REACTOR BUILDING UNIT #1

1. Complete fitup and weld of Dome Liner penetrations, s begin fitup and weld of attachments.

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2. Continue fitup and weld of Liner Plate second lift l penetrations and embeds, i

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QUARTERLY REPORT Page 4 Facility: REACTOR BUILDING UNIT #1 (Cont'd)

3. Continue assembly of Dome Spray, Vent and H2 piping.

4. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping for the R.V. Pedestal to elevation 602'.

f Facility: REACTOR BUILDING UNIT #2

1. Complete Leakchase and Attachments to second lift liner plate.

2. Continue installation of reinforcing steel, embedded metal and concrete for the Exterior Wall to elevation 713'.

3. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete

. for the Secondary Shield and Refueling Pond Walls to elevation 618'.

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Q 4. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Primary Shield Wall to elevation 612'.

Facility: TURBINE BUILDING UNIT #1

1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping for the Turbine Pedestal Deck.

Facility: TURBINE' BUILDING UNIT #2

1. Complete installation of reinforcing steel, formwork, I embedded metal, ccaduit and process piping for the i South Subgrade Wall.

2. Continue erection of Structural Steel.

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Q] Facility: YARD AND MISCELLANE0US STRUCTURES 1.- Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete 4

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Page 5

[g m,d. QUARTERLY REPORT

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Facility: YARD AND MISCELLANE0US STRUCTURES (Cont'd)

1. for the Service Water Structure Walls to elevation 620' and the Circulating Water Structure Walls to elevation 608'.

Facility: SUBCONTRACTS

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the River Intake Structure walls to elevation 600' and the Makeup Structure walls to elevation 593'.

MARCH 1977 Facility: AUXILIARY BUILDING q

Continue installation of decking, reinforcing steel,

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formwork, embedded metal, conduit and process piping for the Control Tower area slab and walls to elevation 674'.

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2. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete .

for the Fuel Pool area walls to elevation 659'. l

3. Continue installation of decking, reinforcing steel,  ;

formwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area walls l north of the Fuel Pool to elevation 659'.

4. Continue installation of equipment and large piping in the elevation 568' through 614' levels. l

5. Begin installation of electrical equipment in the elevation 614' level.

Facility: REACTOR BUILDING UNIT #1 Complete Dome Liner attachment fitup and weld, begin l{p V 1.

plate sandblast for. painting.

Continue fitup and weld of Liner Plate second lift 2.

penetrations and embeds.

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QUARTERLY REPORT Page 6 AJ k .

Facility: REACTOR BUILDING UNIT #2 (Cont'd)

3. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Primary Shield Wall to elevation 612'.

Facility: TURBINE BUILDING UNIT #1

1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping for the Turbine Pedestal Deck.

Facility: TURBINE BUILDING UNIT #2

1. Continue erection of Structural Steel.

Begin installation of decking, reinforcing steel, 2.

formwork, embedded metal, conduit and process piping (O

\ and concrete for the Elevated Slabs.

Facility: YARD AND MISCELLANEOUS STRUCTURES

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Service Water Structure walls to elevation 620' and the Circulating Water Structure walls to elevation 618'.

Facility: SUBCONTRACTS

1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the River Intake Structure slab at elevation 600' and the Makeup Structure walls to elevation 611'.

2. Continue erection of Condensers for T/G 1 and 2.

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RESUME (g)

,M Goebel T. Black, Jr.

t Vernon Road, RR#3 Farwell, MI 48622 Q.A. Inspector for Class I-Class III Structures and municipal systems.

Personal History: Born January 16, 1948. Parried, 3 children, veteran.

Hobbies: Athletic competition, hunting, fishing, and woodworking.

EDUCATION: Graduated from Clarenceville High School, Livonia, MI, June,1966.

Completed college drafting course and attended an A.P.W.A. sponsored inspection course given by Williams & Works Engr., Grand Rapids, MI Presently working for Assoc. in Civil Engineering at Mid-Michigan Community College, Harrison, MI, and previously at Schoolcraft College, Livonia, MI.

EXPERIENCE:

Quality Assurance Inspector Inspect reinforcing steel installation for Consumers 11/76 - Present Power Company at Midland Units 1 & 2.

Construction Inspector Inspected and coordinated the construction of streets, (Engineering Dept.) storm and sanitary sewers (up to 84") and water main

( D) 10/75 - 10/76 for the City of Mt. Pleasant, Michigan in accordance with job specifications, engr. general specifications, applicable A.S.T.M.'s, M.S.D.H. specifications, and Mt. Pleasant Engr. standards. Interpreted job plans and coordinated all field changes, or problems between contractor, city, and the public. Also assisted and/or handled survey for the above said construction, when necessary. Reported daily progress, changes, and/ '

or d'eviations of the contractor and reported regularly scheduled progress for release of contractual payment to contractor.

Asst. Building Inspector Inspect and enforce building specifications and codes 12/74 - 10/75 for residential and commercial units as per Local  !

zoning ordinances and the Uniform Building Code for j the City of Mt. Pleasant, MI. l Field Engineer Instrumentation and layout of construction at Bulk 9/74 - 10/74 Mail Facility; parking and truck storage lot; Allen Park, MI, for Blount Brothers Corp.

QA Architectural Inspector- Inspect and supervise the architectural construction 4/74 - 8/74 of Class I to Class III nuclear structures to in-clude roofing (per ASTM's C-136, D-146, 227, 250, l k_ g ]

and 450 with Detroit Edison's specifications);

metal siding and decking (AWS Dl.0-69 ASTM A361-67 1 and Detroit Edison specifications); masonry, solid and hollow core (ASTM C-62, 73, 90, 144, 150, 207 1

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4 EXPERIENCE: (Contd) i QA Architectural Inspector and D. E. specifications); equipment and column 4/74 - 8/74 bases grouting (R.H. Parsons Co. procedures and D. E.

Co. procedures and drawing specifications); concrete and resteel preplacement, placement, and postplacement inspection. Also removable partitions; rolling and watertight special and standard doors; ceilings and interior office construction as per drawings and Detroit Edison specifications. Filed Daily Progression and Construction Deviation reports, as required, at Enrico Fermi, Monroe, MI, for Ralph M. Parsons Co.

Maintenance & Alteration Remodel and/or repair residential and commercial struc-Employer tures to include carpentry, rough and finish; masonry, 2/73 - 3/74 subgrade and supergrade; roofing, hot bituminus and shingle; metal siding; some electrical and plumbing; job estimation and material ordering; design assistance per BOCA, FHA, State and Local specifications, in the Detroit Metro Area, MI.

Mason, Foreman, Installed and supervised installation of masonry con-

. General Foreman, construction (concrete block, brick and concrete) to

. . Subcontractor include layout and design change assistance, job bidding, i, ,\ /

) 4/71 - 1/73 materials take-off and ordering, and job scheduling as per BOCA, FHA and ASTM C C-94 specifications.

Non-Com Officer Trained and supervised training of incoming and E-6 permanently stationed personnel in the U.S. Army.

7/67 - 7/70 Also installed and supervised the installation of field tactical communications systems to include telephone, radio, teletype, and krypto. Also performed necessary field repairs as per Department of Army and Department of Defense specifications.

Cable Splicer Installed and spliced telephone communication cable 12/66 - 4/71 systems to include single system feeder cables, multiple system frequency carrier cables with amplifier pots, aerial, buried, underground and intrastructural runs with field and private business exchange termination gear as per AT&T specifications.

Well Drilling and Install and repair well and pumps for water systems Pump Service in residential and commercial units as per State Codes 6/62 - 12/66 and Manufacturers recommendations for required systems.

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STEPHEN A. GELNETT i

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I completed the college prep. curriculum and graduated from Milton Area High School in 1969. I received a B.S. in Business and Economics from Juniata College in 1973.

From 1973 to 1974 I worked as a Quality Control inspector

! at a precast-prestressed concrete manufacture. The following two years I worked as a salesman and estimator for another precast concrete manufacturer, i,

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5 Eugene F. Baker Quality Control Welding Engineer High school graduate 4 years in Air Force, 1 year in Air Force velding and metalurgy school, 3 years in aircraft velding.

15 years as journe:nen pipefitter velder.

Joined Bechtel Power Corp. in 1971 as Welding Engineer and have worked as velding Engineer or Q0 Welding Engineer to

( present date.

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j Robert J. Phelps 4 Quality Control Welding Engineer 1

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1 High school graduate, college prep courses. I have 41/2 years

experience in the welding field working for the M. J. Doyle Co.

at Salem Nuclear Generating Station. My duties consisted of some

field inspection and the upgrade and keep of welder Q-1 forms and

!L welder performance radiographic film. '

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I also worked for Eastern Testing and Inspection for 7 months where +

I was a technical learner in the field of N. D. T.

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ALLEN J. HARRINGTON Quality Control Welding Engineer Mr. Harrington is a high school graduate and has taken welding and fitting construction related courses. He is certified in Nondestructive Examination, attended NDE school in Houston, Texas at Houston Grama Ray School, and has worked in several construction projects.

He has 12 years experience in welding and fabrication, 6 months in magnetic particle and 3 years in liquid penetrant as Level II.

. He has worked as a Quality Control Engineer, Film Interpretor, on plant and pipeline construction for 8 years with transmission

(() and plant Jobs. He joined Bechtel P&PS department on the Trans-Alaska Pipeline in November 1974.

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f t I C's Dale E. Grosch Quality Control Welding Engineer High school graduate - General courses.

Welding training - U.S. Army Ordinance Depot, Atlanta, Georgia.

Welding - Welding Metalurgy courses, Richmond Junior College, Richmond, California.

Welding training / Blueprint reading for welders - Mare Island Naval Base, Mare Island, California.

Most of my working life has been in welding, the last 10 in Quality C ontrol. Seven years with a private inspection lab - Hales Testing Laboratories, Oakland, California - Welding Inspector. The last

- three with Bechtel Power, Richland, Washington. Certificd NDE t

Engineer, Level II MT PT. Monitored all welding activities,

{'- Rod Control, NDE Documentation, Subcontractors (welding).

s Member of the American Welding Society.

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Ralph L. Duval Bechtel Corp. - One and one-half years System Engineer at Colstrip Fossil Fuel Plant, one year Area Engineer at Greenwood oil-fired Plant and half year operational test at Palisades Nuclear Plant.'

Aerojet Nuclear Co. - Two years Project Manager in Construction Division at NRTs.

Catalytic Inc. - Five years -Resident Engineer on AEC Subcontracts at New Brunswick, Brookhaven and Oakridge.

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Stanley G. Evans Quality Control Electrical Engineer Mr. Evans is a high school graduate. Over 30 years of related experience in the electrical field, including electronic technician, journeyman wire-man, construction foreman, field supervisor, field - design - engineer and Quality Control Engineer.

Mr. Evans current assignment is as QC Engineer at the Fast Flux isst Facility.

am His duties include inspection and documentation of cable trays - conduit -

(,' k,y*) motor control centers - load centers and other types of electrical equip-ment. Also, receiving - verification and documentation of electrical and mechanical equipment per MRI. He has previously been assigned as Lead Electrical QC Engineer at Peach Bottom Nuclear Site where he was responsible for the supervision and direction of all electrical QC Engineers.

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Clyde T. O'Sullivan IIcchanical Quality Control Engineer i

High School graduate. Twenty years in the navy. Attended US Navy Haclear Portar School .

Wide experience with Mcvy Muclear and Conventional Steam. Powerplants.

Three years experience in Huclear Powerplant Construction. Duties in-

, cluded Quality Control In:pection of mechanical equipment installation.

Involved in the preoperational testing and mechanical system turnover.

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Michael F. Dooling ,

Piping Quality Control. Engineer Graduated from Glassboro State College with a BA in Business Administration.

I Employed as a Quality Control Engineer on the construction of a fluclear Power Plant. Ilis duties included the inspection of pipe installation, cleanino, and testing to determine final acceptance. Duties also included review of test data for compliance to specifications and review of test and start-up

- procedures.

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! (~ Franklin L. '.!cishaar, Jr. -

.icchanicai Quality Control Engineer i.

l Dachelor of Science dcoree viith emphasis in Civil /!!echanical from

, San Francisco State University. Mr. !!eishaar is a reqistered engineer

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in the State of California.

,' i l For the past five years Mr. !!eishaar has been employed in the hcme office

as an environmental engi..eer. In this posiiton he t!as involved in the analysis of data for the d2 sign of cooling facilitics for fluclear Pcver-

plants.

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Ronald D. Halverson Mechanical / Piping Quality Control Engineer High School Graduate with approximately two years of college.

Seven years experience as a pipefitter in the fabrication of nuclear piping. Included in this time period were testina activities and super-vision of pipefitters performing nuclear fabrication. Three years ex-perience in inspection of nuclear piping fabrication and mechanical system installation. Duties also included receipt inspection and flDE.

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'(^. Richard J.11esey Mechanical / Piping Quality Control Engineer .

High School Graduate. Associate Degree in !!echanical Technolooy from Brevard Community College.

Over fifteen years experience in the Aerospace Industry. Duties included layout and installation of various mechanical and piping systems. Quality Control duties included the inspection and testing of flechanical/ Piping systems, and calibration of test equipment. Other duties included the maintenance and repair of mechanical support equipment.

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• CHAKRABORTI, Sushil K. BIRTH: 5/3/39 ADDRESS: 5301 Tyler Street AGE: 36 fiidland, Michigan 48640

( STATUS:  !!arried, 2 children EXPERIEtiCE Oct. 1976 to Present Bechtel Power Corporation - Midland Job 7220 2 Months Jobsite Civil Quality Assurance Engineer.

Sept.1974 to Oct.1976 Bechtel Power Corp.-Senior Engineer / Seismic Eng./QAE Duties: Design and checking of structures and structural Y#8 ' I "

• components of Petro Chemical and liuclear Power Plants.

Seismic analysis of fluclear Power Plants using soil-structure interaction. Study of effects of blast and missile. Layout, design and checking of Class I Electric Cable Tray Supports.

Seismic review of Class I Equipments. Review of structural drawings. Prepare addendums for seismic specification.

Conduct QA audits. Review M/Rs, P/Rs and specifications.

Mar.1974 to July 1974 Chemical Plant Design Inc.-Senior Engineer 5 Mos.

Duties: Structural layout, design and checking of Chemical Factory Buildings. Review of structural drawings.

' Aug. 1973 to Fab. 1974 Consolidated Edison Co.-Senior Engineer Duties : Design and checking of structural components related (Os 7 Mos, to liuclear Power Plant. Review of structural drawings.

Sept. 1969 to July 1973 Buck Seifert and Jost Inc.-Structural Engineer 3 yr.11 Mos. Duties: Investigation, layout, design, checking and supervisioi of construction of chemical Factory Buildings, Sewage and Water Treatment Plants, Sludge Dewatering and Incineration facilities, Dams and Industrial Buildings.

May 1966 to flar 1967 Taylor Whalley & Spray Inc. - Structural Engineer Duties : Structural design and checking of sewage and water 11 Mos. treatment Plants, elevated water towers, bridges and industrial buildings.

Aug.1968 to Aug.1969

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Bradford University - Research Fellow Carried out research to investigate the combined effect of 1 yr.1 Mo. bending and torsion. The method adopted is the Finite-Element technique.

July 1963 to A;;ril 1966 Progressive Builders & Engineers - Structural Engineer 2 yrs.10 !!os.

Duties: Design and checking of chemical factory buildings, elevated water towers, industrial buildings, dams and bridges. Duties also included coordination with the structural fabrication shop.

O July 1962 to June 1963 Jessop & Co' Ltd. - Assistant Engineer

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) yr. Duties: Design and draf ting'of structural components of sewage and water treatment plants, industiial buildings and

, bridges. Duties also included quantity estimation and preparation of bar bending schedules.

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d RICHARD C. HOLLAR ,

ADDRESS: 113 Firwood Drive TELEPHONE: (412) 793-3310 (Home)

Pittsburgh, PA 15239 (517) 631-4286 Ext. 361 EDUCATI0ft .

B.S. Electrical Engineering - Ohio Northern University,1965 Thirty-five hours in Business Administration - Ohio State University Westinghouse Sponsored Courses in Quality Control, Reliability, and Management EXPERIEllCE Sept. 1976 Bechtel Power Corporation - Midland, Michigan to Present -

As a Senior Quality Assurance Engineer my activities include reviewing field engineering procedures, p'articipating in Project QA Audits, performing surveillances and trending of quality

. , , , deficiencies.

July 1972 Westinghouse Water Reactor Systems Division - Monroe, PA

/^ . hept.1976 As a Quality Assurance Engineer my responsibility is the Quality Engineering efforts in providing Control and Electrical Systems Equipment for fluclea'r Stea'm Supply Systems.

k Primary activities include (a) review and coment on equipment specifications, purchase requisitions, purchase orders and subsequent changes to ensure proper quality assurance requirements are adequately defined, (b) prepare quality procurement specifications and quality plans that identifies equipment attributes to ha monitored, manufacturing and test points to be witnessed, and supplier quality requirements to be audited, (c) participate in pre-award surveys of potential suppliers and qualify suppliers quality program to QCS-1 (W PWRSD interpretation of 10CFR50 Appendix B),

and (d) coordinate all quaTity ' assurance activities for the San Diego (Sundersert) Project.

I am qualified by Westinghouse as a lead auditor (qualification based on the guidelines of AliSI N45.2.23).

I am knowledgable with Nuclear Piping Codes B31.1 and B31.7, ASME Section III, ANSI standards (N45.2 and applicable daughter standards) and NDE procedures.

' Previous experience with W PWRSD was in quality surveillance engineering.

In this capacity was responsible for in-process inspection, test witness, examination and release of process control equipment to the h customer. Prior to release resolve deficiencies and verify vendor compliance with W PWRSD procurement requirements.

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RICl!ARD C. !!0'.LAR 01149 } 'l l

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14ay 1970 - July 1972' Wstinghouso Transportation Division

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Forest Ilills, Pa. .

As a Roliability F.nciricer was responsiblo for developing and implornenting railuro roporting and corrective action pro-

. ~ceduros, the System Draving Treo , and the Rollability prodictions, safety, and fail-

.nro raodo and affoc ts analysos for the BART Automatic Train Control Systems. Analyzed

. ci rc uit , subsystem, and sys tem failure

'tronds of the operational hardwaro.

Oct,1966 14ay 1970 Westinghouse Aerospace Division Lima, Ohio ,

As a Roliability Engineer was responsiblo for specific Reliability tasks on Apollo and F-lll programs and for all Rollabilit'r

(~ ' efforts on aircraft motors. Proparod pre-

? / dictions and failure ::: ode and effects anal-k ysis for those sys tems, and solected com-ponents for c-hi-roliability application.

Doveloped and used a computer prograta for reporting field performance on aircraft electrical power systems. Participated in- . .,_

design revious for those contracts.

' June 1965 - Oct.1966 sylvania Electric Company Ottawa, Ohio As a Quality Control Englncer uas respon-siblo for two inspectors. Accured tha t the quality of assembled electronic guns for ~

tolevision pictura tubes met quality re-

. quiremen Ls . Participated in drawini, reviews.

,- . PERSO EL MARITAL. STATUS: Married; 2 children AGE: 34

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n A. J. B005 Project Field Engineer k Bechtel Power Corporation

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Mr. Boos received his BSCE and MSCE from the University of flichigan in April,

, 1967, and August,1968, respectively. Mr. Boos joined Bechtel in July, 1968.

Assignments while with Bechtel include: Work as a civil design engineer on the Arkansas fluclear One and Mendicino fluclear Plants; work as a civil field engineer on the Arkansas Nuclear One and Turkey Point Nuclear Plants; senior civil design engineer on the Chief Engineer's staff in the Ann Arbor Office; and work as an Area Coordinator and Assistant Project Field Engineer on the Midland fluclear Plant. The aforementioned assignments have provided consider-able exposure to the design and construction of nuclear power plants. Mr. Boos is a registered professional engineer in the states of California and Michigan.

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