ML19329F538

Nonconformance Rept 3 Per Condition 2 of CPPR-81 & CPPR-82 Re Const Work Performed During Oct-Dec 1973.Resumes of Bechtel Corp & Utils Engineers Encl

ML19329F538
Person / Time
Site:	Midland
Issue date:	12/31/1973
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19329F535	List: ML19329F534 ML19329F538
References
NUDOCS 8006300737
Download: ML19329F538 (19)

Text

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. O CONSUMERS POWER CO 'PANY REPORT #3, SEPTEGER 28, 1973

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Pursuant to Co-ditions 2.F.B. and 2.F.C. of f Constructic.! Peraits CPPR-81 and CPPR-82 Covering the Period October 1 - December 31, 1973 i

A. Construction work to be performed during the period October 1 - '

December 31, 1973.

OCTOBER CONTAIIOID;T #2

1. Complete installation of rebar templates.

2. Complete installation of tr:t= plates.

3. Begin installation and cadwelding of #18 rebar in base mat.

4. Begin installation of sheathing.

5 Begin forming for Cont. #2 - continuous.

, 6. Begin installation of thickened liner plate.

COIP'AII:!E IT #1

1. Begin forming for Containment #1.

b AI.TXILIARY BUILDII:0

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1. Complete installation of waterproof membrane.

2. Complete backfill around building.

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CONTAI! MENT #2

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1. Continue installation and velding of #18 rebar in base mat.

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2. Continue installation of sheathing. l

3. Begin installation of embedded piping and sump can. )

h. Begin installation of anchor bolts for liner plate.

5 Begin installation of anchor bolts for steam generator.

6. Continae crounding rebar and installation of cathodic protection.

7 Continue forming base mat. .

8. Continue installation of thickened liner plate.

9 Begin installation of temporary heating and lighting.

CONTAIWEUT #1

1. Begin installation of #18 rebar in base mat.

2. Begin installation of embedded piping and sump can,

3. Begin installation of anchor bolts for liner plate.

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h. Begin installation of anchor bolts for steam generator.

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. 5. Begin grounding rebar and installation of cathodic protection.

, c 6. Continue forming base slab.

v Q T. Begin installation of sheathing, gg 8. Begin installation of temporary heating and lighting.

0 9. Begin installation of thickened liner plate. 1 S l

DECHiBER - O . . cd CONTATIOGT #2 m -

) 1. Begin fabrication of liner plate - first lift.

2. Begin sandblasting and painting of liner plate - first lift.

3. Complete installation of #18 rebar in base mat.

(.. k. Co=plete installation of sheathing.

5. Complete installation of embedded piping and sump can.

6. Complete installation of anchor bolts for liner plate.

7. Co=plete installation of anchor bolts for steam generator.

8. Complete grounding of rebar and installation of cathodic protection.

9 Complete forming for base mat.

10. Complete installation of thickened 15 ner plate.

11. Complete temporary beating and lighting.

12. Pour and strip base mat.

CONTAIIUTIT #1

1. Continue installation and cadwelding of rebar for base mat.

2. Continue installation of embedded pipe and sump can. i

3. Continue installation of anchor bolts for liner plate.

h. Continue installation of anchor bolts for steam generator.

5. Continue grounding rebar and installing cathodic protection.

6. Continue forming base slab.

7 Continue installation of sheathing.

8. Continue installation of temporary heating and lighting.

9 Continue installation of thickened liner plate.

l O) B. Supervisors and Engineers of Applicant and Architect-Engineer with

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quality-related duties who vill be on site during the period October 1 -

_ December 31, 1973:

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1. Consumers Power Company  !

, The following Consumers Power Company supervisors and engineers will be l on site in addition to'the personnel with quality-related duties )

identified in Report #1:

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-- -.---- 'Cha'rles kf Hunt , Executive Engineer (Civil) '

A. John Birkle, Staff Engineer (Metallurgical) _ , ,

2. Bechtel Power Corporation The following Bechtel Power Corporation supervisors and engineers vill be on site in addition to the personnel with quality-related duties identified in Report #1:

William F. Holub, Quality Assurance Engineer Hersnell A.. Walker, Quality Assurance Engineer -

Jimmy Holland Allen, Soils Engineering Supervisor Dennis R. Gle, Soils Engineer W. Tom Buchanan, Senior Engineer Lowell R. Albert, Lead Civil Engineer (QC)

Frank Kapla, Civil and Mechanical Engineer (QC)

M. Parker Hendrick, Lead Welding - UDE (de)

'""" ''' " ""'*""' (" l C~') Gary Knoll, Civil Engineer R. L. Mcdonald, Corrosion Engineering Specialist

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C. QA Qualifications of Supervisors and Engineers who vill be on site during -

m 'the period October 1 - December 31, 1973:

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Statements of qualifications of all of the individuals listed in "B." above ,

are attached hereto.

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- I D. Changes:

Additions to or deletions from the list of supervisors and engineers with  !

quality-related duties who are expected to be on site during the report i period vill be noted on the next report, together with a description of l the QA qualifications of any additional supervisors or engineers. All of  :

the individuals naned in "B." above vere on site during the period July 1 - l September 30, 1973.

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O CliARLES A. ITU'iT -

Ex:cutiva Engin:zr (Civil)

Consumers Power Company

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(' Provides civil engineering consulting service during various phases of electric plant projects during design, construction and start-up.

Education .

Cornell University, BSCE, 1940 Licenses - -

Regist'ered Professional Engineer. ,

,, Experience Consumers Power Company 1967-Present Executive Engineer (Civil), Project Engineering Services Depar t=en t . Responsible for the review of design of civil structures and works in connection with the planning for major generating plant

' construction. Reviews drawings for adequacy of design, reviews and approves specifications in respect to technical adequacy, design cr'teria, testing procedures and quality control requirements. Advises the Project Enginners regarding problems in the civil engineering fields and provides infor ation and assistance to other Company depart =cnts. Activcly participates in

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' technical societies, and frequently is called upon to present to

's-professional groups the civil engineering aspects of Company projects.

Fargo Engineering Company ,

1959-1967 Vice President in Charge of Engineering. Responsible for j administration and supervision of engineering activitics of the co=pany. j Parsons, Brinkerhof f, Quade and Douglass 1954-1959 Ilydroelectric Engineer and Project Engineer. Associated with various hydroelectric and structural design and engineering projects.

Fargo Engineering Company .

1945-1954 Civil Engineering. Associated with various design and engineering proj ec ts. ~

United States Army 1941-1945 Frederic R. Harris 1941 Design Engineer. Associated with steel a'nd reinforced concrete design for buildings, dry docks and hydraulic structures.

Professional Organizations .

e'"x Fellow, American Society of Civil Engineers

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Member, Member, National Society of Professlor.a1 Engineers Society of A=erican Military Engineers -

. Member, American Water Works Association

- Member, American Water Resources Association Member, United States Committee on Large Dams -

4 TF3 Member, Cornell Society of Engineers YO Member, American Concrete Institute

.' A.. JOHN BIRELE -

Stnff Enginstr (Metallurgicel)

Consumers Power Company ,

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- (' ' Provides metallurgical engineering consulting service during various Phases of electric plant projects during design, construction and start-up.

Education University of Illinois, BS, Metallurgical Engineering, 193G .

University of Wisconsin, MS, Metallurgical Engineering, 1958 Experience -

Consumers Power Co=pany 1971-Present Staff Engineer (Metallurgical) Project Engineer 1ng Services7 Department. Provides metallurgical engineering consulting service during various phases of electric plant projects during design, construction

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and start-up. Also involved in review of specifications, purchase orders and in-service inspection. Assists in the area of quality assurance including Company, in-house, vendor and AE audits.

CF & I Steel Corporation

. 1968-1971 Manager - Product Research and Dtvelopment. Responsible

[*j for the development of new and improved steel products as well a~s' selected non-steel products. Approximately thirty new steel and

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non-steel new products were developed in the seamless pipe, bar and rod, wire and wire products, cining and railroad, oil country, etc areas.

Toungstown Sheet and Tube Co=pany 1965-1968 Research Supervisor - Research Department. Developed many new and improved steel products in the tubular, sheet steel and in various other high-strength steel product areas. Supervised mechanical metallurgy and welding laboratories. -

United States Steel Corporation 1958-1965 Senior Research Engineer - Applied Research Laboratory.

Developed new piping and reactor vessel steel alloys f or use in t,he nuclear industry. Worked on the development of radiation resistant steel alloys for nuclear reactor vessels. Developed successful new steel alloys for heavy plate for use in high-strength steel submarine hulls and nuclear, missile, electric power and chemical industries. Other i programs included welding, f atigue, f racture and f ailure analysis, seamless pipe and tubing, rapid heat treatment and work on Navy, Air Force and AEC sponsored programs. Two and one-half years were l spent on assignment with a major ccomercial accmic power company to become j familiar with nuclear material problems. In addition, R&D work l 7-~s nuclear materials experience was acquired while at the US Steel

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j Laboratories af ter the initial on-site work experience.

jt Societies -

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&g American Society for Metals ADE -

American Welding Society ,

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. o ASTt! (Member of Co:::tittec E-24 on Fracture and Fatigue, and the Jo' int Committee on Effect of Tceperature on Properties of Metals) e ASME (Member of the Subgroup on In-service Insp4ctioa)

Publications I Numerous technical papers and presentations at technical meetings on high-strength steel, welding, radiation damcge to steel, f racture and sheet steels.

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. Resume of WILLIAM F. HOLUB ,

Mr. Holub joined Bechtel Corporation in June 1973 as a

• Quality Assurance Engineer in the Power Division and is prdsently assigned to the Midland Project.

Mr. Holub graduated from Purdue University in 1966 with a

- BS Degree in Industrial Education and also an Associate Degree in Mechanical Engince. ring which he received from Purduc in 1964.

He has previously been involved in Nuclear Power Quality Assurance activitics while enployed at Cranc Company as a Supervising QA Engineer responsible for developing and implement-ing a QA Program for "N" Stamp and R.D.T. program requirements as applied to Nuclear Valve Manufaccuring.

Mr. Eolub was alco a Senior QA Engineer f or the Allis Chalacrs O Engine Division prior to joining Crane Company.

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He has completed the Basic Indoctrination and Training Program for QA Engineers at Bechtel and is a current meuber of the American Society for Quality Control.

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Resume of ,

HERSHELL A. WALKER ,

Mr. Walker has been with Bechtel Power Corporation since August 6, 1973. Prior to cmployment with Bcchtel, Mr.

• Walker worked four years for Consultants and Designers under contract to Ucstern Electric Company in Burlington and Winston - Salen, North Carolina. His duties involved the development and evaluation of in-house qualir.y systems and procedures as necessary to acet the quality requirements of military contracts. His duties also included review of vendor quality systems, which included quality audits and document review and approval.

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( ,/ The four years previous to this were spent as a supervisor of quality activitics including purchased material inspection,

- in-process inspection, environmental testing, failure analysis, and specification and procedurc review.

Experience previous to this includes five years in design and manufacturing coordination of aerospace related hardware and five years in design and construction of industrial facilitics for a steci manufaccuring and processing plant.

Mr. Walker has completed the basic Bechtel Quality Assurance Indoctrination and Training Program.

Mr. Walker is a graduate of Jacksonville State University with a B. S. degree in mathematics.

Mr. Walker is a registered professional engineer.

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JIMMY' HOLLAND ALLEN SOILS ENGINEERING SUPERVISOR

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EDUCATION: B.S., C . E . ", Louisiana Tech

/' University, 1962 Graduate work in Soil Mechanics, Missippii State University, 1968 Graduate work in Soil Mechanics, University of California, Berkeley, 1969. ,

REGISTRATION: Professional Engineer and Land Surveyor, Louisiana (1962)

Mississippi (1966) .

SUMMARY

11 Years: Field Investigations, sampling and soil testing, plans *, specificctions, soils design for nuclear power plants, carth fill dams, river locks and dams, existin-structure safety review.

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~ EXTERIENCE: 1972-Present. Supervising Soils s Engineer fo- Ann Arbor Soils Group responsible for complete soil mechanics, esign of foundations and associated, structures for nuclear and fossil fueled generating plants. This involves formulation and general supervision of field exploration and laboratory testing programs, design of various types of foundations and evaluation of completed structures, supervision of other soils engineers and draftsmen, formuisting work schedules, coordination with project engineers, clients and consultants. Work encompassc-s all aspects of static and dynamic soil mechanics design and includes preparation of detailed. soil reports and sections of Safety Analysis Reports for AEC review of nuclear fueled plants.

1971-1972. Engineering Supervisor for H&CF Soils Group, responsible for developing field and labora, tory testing programs to determine soil design parameters, reviewed and analyzed data developed from field and laboratory testing programs, determined type of foundation and bearing capacities,' determined types of piles and allowabic vertical and lateral pile loadings, designed excavation and dewatering procedurcs, made stability and settlement analyses by hand and computer methods, and designed earth embankment structures.

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Jimmy Holland Allen

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V 1968-197.1. Chief, Analytical Section, Soil !!cchanics, with the U. S. Army Corps of Engineers

(.. in the Vicksburg District,-responsibic for supervising all soil mechanics design of structurcs for parts of Louisiana, Arkansas, and Mississippi. This included field investigations, laboratory testing programs, toehnical design, developing and writing of computer programs, developnent of ins'trumentation programs, technical report ptcparation, revicu of existing structure for adequacy, oral presentations of technical reports and papers as a representative of the Corps of Engineers, and Dist.rict Soils Representative for coordination with other Districts, Division o'ffices and the office of the Chief of Engineers. Responsible for the. work of nine soils engineers and technicians. As many as 30 projects were handled simultaneously.

1962-1968. As Soils Engineer, Analytical Section, U. S. Army Corps of Engineers, responsible for complete soil mechanics design of projects which included earthfill dams, river lock's and dams, retaining walls, sheet pile caissons, channel enlargenent, slope and revetment design for river banks, and main line Mississippi River icvel design.

1962. As a Junior Engineer for the Louisiana Department of Ilighuays, responsihic for structural

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," design of reinforced concrete box culverts and concretc retaining valls. .

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DENNIS R. GLE SOILS ENGINEER f~') .

(_) EDUCATION: Associate Degree in Civil Technology

- . . Lansing Community College, 1966 B.S., Civil Engineering

. Michigan State University, 1969 M.S., Civil Engineering (Soil Mechanics)

Michigan State University, 1971 REGISTRATION: Indiana, P.E.

Michigan, P.E.

SUMMARY

2 Years: Soils Engine erin g .

1 Year: Teaching Assistantship 4 Years: Surveying (half time)

EXPERIENCE: 1972-Present. Soils Engineer involved in the analysis and design of subsurface components for nuclear and fossil fueled power plants. Design parameters from laboratory test data, bearing capacitics and settlements,allouable c., g loadings for d'cep foundations, slope stability analysis, computer Ug analysis.

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1971-1972. Assistant Manager of

' Drilling and Engineering; supervision and scheduling of tuo to four drilling rigs and other soils engineers, proposals, client

- relations. Evaluation of subsurface conditions, provide design and construction recommendations for deep and shallow foundations.

--<-~~---m;7 Analysis and design of earth dars and embankments, retaining walls,

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pile" supported and sheet pile structures, footings subjected to dynamic loadings, computcr' analysis of s. lop e , s ta bility . .

1970-1971. Graduate Teaching Assistant in Civil Enginecring. Planned and taught surveying and engineering materials laboratory to civil engineering under-graduates. Member of planning committee and instructor for photogrammetry conference at Michigan State University, March, 1971.

Wrote computer programs for slope stability analysis and two-dimensional censolidation.

1963-1968. Highway technician with Michigan Department of State Highways three to six months per year.

Instrument Man with survey crew, Road Construction Division.

Computation and field staking for state highway system. In charge

-Q of survey crew of from two to four persons.

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W.. TOM BUCHANAN SENIOR ENGINEER -

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EDUCATION: B.S., Civil Engineering North Carolina State University, 1962

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M.S., Civil Engineering North Carolina State University, 1964

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Engineer, North Carolina

SUMMARY

9 Years: Soil Mechanics Engineering,

. Engineering Geology, and Field Construction Inspection.

EXPERIENCE: 1971-Present. Mr. Buchanan joined the Uashington Office of Bechtel in 1971. For three nonths, he was a resident engineer for the subsurface investigation at the Greenwood fossil Unit 1 for the Detroit Edison Company.

Next, he was the field engineer for four months on the soil '

engineering phase of the subsurface investigation at the Perryman Nuclear Plant for Daltimore Gas and Electric

/ ' Company. He directed the technical operations of the four

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drill crews and their three supervisors. The work included (s classifying soil types, taking undisturbed and bulk samples,

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assigning many type of laboratory testing, installing t piezometers, performing field permeability tests, making well pumpout tests, and collecting water level data. For about five months his office work included evaluating

' laboratory test results, depicting subsurface p r o f il'e s , and sc1ceting the parametc.r.s for design _for n.atpral soi1 and for soil with varying degrees o f - compaction . He made compu-tations for the settlements and bearing capacitics of foundations grading quantitics for the various soils, scopage quantities,.

well pumpout test data, stability of slopes under various conditions including scismic, and foundations for transmission line towers. He helped write and edit major portions of the soils and' foundation engineering section of the PSAR. Later, he did work in the Farley F SAR cf f ort , including field sanpling of representctive rock from the foundat' ion strata, analyzing test results, and writing and editing the PSAR. Current work includes Midland Plant Units 1 and 2.

1967-1971. Mr. Buchanan was employed by Law Engineering Testing Company, gcotechnical and materials engineers, in Raleigh. .He was technical director of the six

~ month long subsurface investigations for the coal-fired electric generating plant at Belcw Crcok for Duke Power Company. There he coordinated activitics of soil test borings, rock corings, borrow pit investigations, and laboratory testing.

Is- He also did site reconnaissance and made engineering geological

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1 interpretations. For seven months, he was his company's

~s resident engineer for the construction of a plant by Anheuser Busch, Inc. There he'vas in charge of a crew

( of technicians who inspected the compaction of structural carth fill, monitored a concrete batching plant, tested all concrete including high strength mixes and Chenconp R mix, inspected the placement of pressure injected piles, and checked the bolt torques on s t.c c 1 framing. On several other field jobs, he inspected and evaluated drilled piers and other foundations on soil and rock. His office work included planning soil boring and laboratory testing prograes, computing scepage locscs through dikes, and writing final engineering reports with recommendations.

1966-1967. Mr..Euchanan worked for the North Carolina State Highway Commission in Raicigh.

As Party Chief of a geological f1cid party, his work included field testing, sampling, and analyzing soil and rock for support of bridges and retaining walls. Work also included sappling and evaluating soil for in place roadway subgrade and for coupacted roadday e c b a n k r. c n t s , and making graphical presentations of subsurface conditions in roaduay profiles.

. 1964-1966. Upon conpletion o f-(~, his acadcuic work he vorhed with Danes 6 Moore, consultants in applied carth sciences in Atlanta. He supervised drilling A j

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and dampling apcrations in rany types of soil and rock all over

.. - the United States, planned and perforned various laboratory tests, and made engineering computations for cany types of soil loading walls. At an Ethyl-Visqucen plant, he and a subordinate technician inspected all foundations and carthwork during construction. .

1962-1964 . While in graduate school, he was a Roccarch' Assistant on a highway cugineering research project. His dutics included laboratory testing and '

correlating the engincering properties of various Piedmont residual soils that could be differentiated by geological maps, pedological maps, and air photos. (half-time.)

1960,1961 Summers. He was an Enginecr's Aide on highway survey parties. His dutics included being rodman, chainman, and doing office calculations.

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' Lovell R. Albert Lead Civil Digineer Bachtel Power Corporation * ,

Kr. Albert graduated from hi h6 school and has been enployed in various construction and inspection positions for over 20 years.

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• Mr. ' Albert vorked as chief inspector on a punpod storaco facility project supervising and coordinating the inspection of earth fill dan, controlled spillwy, rock excavation, and reads and bridge work for h years. Previously, j

'he was the Principal Inspector for 1 years for tunnel excavation, both rail 4

and water. Mr. Albert also has 5 year)e.xperience as the Principal Inspector , /

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for the excavation and concrete construction of a 6 unit underground Pcver if House. In addition, Fr. Albert has ' served as Chief Inspector for the e

constraction of a 230 7.YA transnission lino including the footings, tower erection and stringing. Prior to this he was chief of .wrvey parties for 8' years for the constLuction;1ayout in nany areas of construction.

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Frank Kapla

• Civil and l'echanical Engineer Bechtel Power Corporation

!!r. Kapla graduated from the University of Minnesota with a degree in

!!cchanical Engineering. He brings to Bechtel Power Corporation 18 years of experience in construction or installation inspection / testing, including 2-1/2 years in the !!uclear field. 1:r. Tapla served as Senior Construction Inspector and Field Engineer on the Ludington Pu= ped Storage Project. His 4

duties included the quality control inspection of the concrete batch plant and test lab, concrete caterials received, and supervision of asphalt paving for quality control requirenents and instrumentation documentation.

,_ Mr. Kapla's nuclear experience was 6ained on the Fort St. Vrain Iluelear Power Project as Supervisor of Testing and Inspection. He was responsible for the quality assurance and quality control testing on all concrete, tendon cables, bearing plates, caissons, grouting, dye penetrations and radiography testing.

In addition,11r. Kapla has 1 month's experience at the Palisades Plant on l

HCC process piping and N.P.T. documentation for code stamping.

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,m M. Parker Hendrick Lead Weldir.g - I!DE Bechtel Power Corporation Mr. Hendrick, a high school graduate with a year of college, has been transferred from Bechtel's Fast Flux Test Facility project in Richland, Washington. He has amassed a total of 20 years' experience in contruction and velding inspection. I'r. Hendrick compiled 18 years' experience working for the Arabian Anerican Oil Conpany. His duties as Refinery and Pipeline Inspector included the responsibility of Cradin5 and evaluating all radio-( ,

graphs of pipe velds and the application and interpretation of dye penetrant and magnetic particles peculiar to drill sten and castings.

l'r. Hendricks' most recent assignment has been as Lead Quality Control Welding and UDE on Bechtel's Richland, Washington nuclear construction FFTF project for the last two years. In addition, I'r. Hendrick served as Welding Instructor for Cal-Tex O'il Company for one year.

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Jack Fitzgerald

. Civil Engineer Bechtel Power Corporation Mr. Fitzgerald is a high school graduate who brings 30' years' experience in construction and inspection to Bechtel Power Corporation.

Mr. Fitzgerald's diversified background of experience includes approximately 20 years in~ vater tunnel construction, including the jobs of office engineer, machine nan, foreman over construction of surge chamber, concrete forts ,

rebar and related work. He served as General Forenan for the tunnel outlet structures and spent 2-1/2 years in the field inspection of all phases of 3 the project. I'.r. Fitzgerald has 3-1/2 years' experience as Field Inspector I

J on all phases of the Bay Area Rapid Transit system. .-Another 3-1/2 years' experience was gained as Senior Field Inspector on the Ebasco pumped-storage powerhouse where he was responsible for the inspection of forms, rebar and concrete, f

Mr. Fitzgerald has completed 1,veek's training at Palisades Plant on nuclear documentation.

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O _ . O n i V RESUME OF QC EXPERIENCE f

A Gary Knoll '

Civil Engineer Mr. Knoll started materials testing work in 1957 as a laboratory technician for the U.S. Corp of Engineers in the Detroit District, performing standard soils and materials tests. He later assisted in preparing concrete and asphalt mixed designs for various projects, participated in numerous inspec-tion trips within the District and prepared reports on site inspection of asphalt and concrete paving opdrations until 1961 when he joined the U.S. Army.

October 1964, Gary vent to work for Pittsburgh Testing Laboratory, Detroit, as a lab technician engaged in the inspection and testing of concrete, soils and asphalts in the laboratory and field. He worked with Pittsburgh Testing in Detroit until 1970 when he transferred to the Ludington Pumped Storage Project as Chief Laboratory Technician. He directed and assisted technicians in the testing of concrete and soils until Dece=ber 1970, when he was promoted to Supervisor with Pittsburgh Testing at the Ludincton Pumped Storace Project.

(N As Supervisor, he instructed and coordinated the activities of technicians

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q_j engaged in the performance of routine and special tests to control concrete, reviewed testing procedures and insured all vork was done in accordance with the ASTM and concrete specifications. Additionally, he reviewed concrete m specifications, participated in test resolutions, recorded infor=ation and prepared final reports on all testing. He was also in charge of repair, maintenance, and calibration of testing equipment.

Dececher 1972, Gary returned to the Detroit Office of Pittsburgh Testing awaiting further assignments and did some on-site inspection on trips to the Southeastern United States for nuclear power plant siting. In June 1973, -

Gary joined Bechtel Power Corporation at th'e Midland, Michigan project to '

work in the Civil Engineering group.

.His education includes Laboratory Technician and Inspector training courses from the U.S. Army Corp of Engineers and evening courses at Wayne State University.

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.v) s NAME: R. 'L. Mcdonald

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CLASS 1FICATION: ' Corrosion Engineering Specialist EDUCATION: B. S. , Geology,1956 -

Missouri School .of Mines .

_ MEMBERSHIPS: National Association of Corrosion Engineers American Water Works Association, ,,

. RESUME OF EXPERIENCE : . .

-.  ; Novem, ber,1967

. BECHTEL CORPORATION - -

. San Francisco, California to Date: -

.  ; .. Corrosion Engine.ering Seccialist .

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Mr. Mcdonald is a member of the Meta 11urgicci &

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Quality Control Services. His duties include making

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. corrosion studies, specifying materials of construct-E

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ion; s6ch as, refractories, insulation, protective

. coatings: design cathodic protection systems for

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.,.. . ' marine piling, platforms. & structures, ' nd a refineries,

, ' rapid transit systems. - .

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.. September , 1956 to .WALLACE & TIERNAN, INC. .

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. N ovember,1967: .- Belleville, New Jersey '

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Mr.- Mcdonald was responsible for supervision of

, , , , .,..,- cathoclic protection surveys inspection, design and

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.,C . .' construction. He designed, surveyed, planned and

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, prepared specifications for cathodic protection of docks, power plants, pipelines, etc. .1

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