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STONE & WEBSTER MICHIGAN. INC.
P.O. Box 2325. Boston. massachusetts O2107 f,WM0,.l ;L.%. S.TW
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Mr. J. Harrison August 9,1383y4 ' ?.
U.S. Nuclear Regulatory Consnission f ]/.','
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DOCKET NO. 50-329-330 CI C
MIDLAND PLANT - UNITS 1 AND 2 C
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INDEPENDENT ASSESSMZNT OF UNDERPINNING E;]j
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AFFIDAVITS AND RESUMES FOR ADDITIONAL TEAM MEMBERS With the extended duration and scope of the independent assessment of the underpinning work a'.: the Midland Plant, Stone & Webster will have to supple-ment the staff presently assigned to the Assessment Team.
In this regard, affidavits and resumes for additional team members that are scheduled for assignment to the team are enclosed with this letter:
Joseph E. Springer Structural Engineer William C. Craig Senior Structural Engineet Michael J. Abrahams Manager - Structural Departner.t Parsons, Brinckerhoff, Quade & Douglas Stone & Webster has determined that these individuals meet the independence requirements for this work.
i Mr. J. E. Springer will be replacing Mr. P. F. Barry who is presently assigned as the Structural Engineer on the Assessment Team.
Mr. W. C. Craig will be available on an as-needed basis for special assessment tasks of short duration. Mr. J. Abrahams's area of experience is weld _ g.
He has previously assisted the Assessment Team in reviewing welding procedures as support from the Parsons Brinckerhoff Quade & Douglas headquarters office and may provide additional support in the future.
If you have any questions, please contact me at (617) 589-2067.
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Enclosures ASL: JAM BX2422.50.00-15
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UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION ATOMIC SAFETY AND LICENSING BOARD In the Matter of Docket No. 50-329 ON CONSUMERS POWER COMPANT 50-330 OM i
(Midland Plant, Units 1 and 2 Docket No. 50-329 OL 50-330 OL i
Feb ry 14, 1983 l
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My name is Joseph E. Sorinner I am loyed by Stone & Webster Engineering Corporation as s e r,,,. *,,,.a v.,p..
I am currently assigned to the team which is conducting an independent assessment of soils work at the Midland Nuclear Plant site. Prior to being given this assignment, I have never worked on any job or task associated with the Midland Project, or any job or task for or on behalf of Consumers Power 4
Company, Bechtel, or de Mergentime Company relating to soils of underpirning.
4 I have never been emp1wfed by Consumers Power Company, Bechtel, or Mergent.ime Company. I do not own any shares of Consumers Power Company, Bechtel, or Mergentime stock. Mutual funds or other funds in which I may have a beneficial interest, but over which I have no control, may own shares Of Consumers Power Company, Bechtel, or Mergentime stock, of which I am unaware.
A list of such funds in which I have an interest are attached.
I haie no relatives which are or have been employed by Consumers Power Company, Bechtel, o
or Mergentime Company.
I Swcrn and Subscribed Before Me This 27th diy of July 1983 i
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Notary Public AAAGJHeC 60&WsK* 4VG//3V0416 004.Whoo 1
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My Cotanission Expires I'd-85 l
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UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION ATOMIC SAPETY AND LICENSING BOARD Y
Docket No. 50-329 OM In the Matter of CONSUMERS POWER COMPANY 50-330 OM (Midland Plant, Units 1 and 2 Docket No. 50-329 OL 50-330 OL February 14, 1983 AFFIDAVIT OF f
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My name is W.C. Craig I an employed by Stone Webster Engineering I
Corporation as Senior Structural Engineer.
I as currently assigned to the team which is conducting an independent assessment of soils work at the Midland Nuclear Plant site. Prior to being given thic assignment, I have never worked on any job or task associated with the Midland Project, or any job or task for or on behalf of Consumers Power s
Company, Bechtel, or the Mergentime Company relating to soils of underpinning.
2 I have never been employed by Consumers Power Company, Bechtel, or Mergentime Company. I do not own any shares of Consumers Power Company, Bechtel, or Mergentime stock. Mutual funds or other funds in which I may have a beneficial interest,'but over which I have no control, may own shares of Consumers Power Company, Bechtel, or Mergentime stock, of which I am unaware.
A list of such funds in which I have an interest are attached.
I have no relatives which are or have been employed by Consumers Power Company, Bechtel, or Mergentime Company.
Sworn and Subscribed Before Me This 5th day of August 1983 f.I t/Af.
N /7 RLC(e Notary Public
('huffolkCounty, Massachusetts l
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s UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION ATOMIC SAFETY AND LICENSING BOARD In the Matter of Docket No 50-329 OM CONSUMERS POWER COMPANY 50-330 OM (Midland Plant, Units 1 and 2)
Docket No 50-329 OL 50-330 OL l
February 11, 1983 AFFIDAVIT OF [4/dd44#Z-
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I as currently assigned to the team which is conducting an independent
.j assessment of soils work at' the Midland Nuclear Plant site. Prior to beiag
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given this assignment, I have never worked on any job or task associated with i
the Midland Project, or any job or task for or on behalf of Consumers Power Company, Bechtel, or the Mergentime Company relating to soils o derpinning.
I have never been employed by Consumers Power Company, a.ch we, r
rgentime
' Company. I do not own any shares of Consuawrs Power Company, Bechtel, or Mergentime' stock. Mutual funds or other funds in which I may have a
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beneficial interest, but over which I have no control, may own shares of Consumers Power Company, Bechtel, or Mergentime stock, of which I am unaware.
A list of such funds in which I have an interest are attached. I have no relatives which are or have been employed by Cons es Power Company, Bechtel, l
or Her atine Company..T t
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Sworn and Subscribed Before Me This k Day of [## 198(
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3361B April 1983 SPRINGER, JOSEPH E.
STRUCTURAL ENGINEER STRUCTURAL DIVISION EDUCATION University of Colorado, B.S. in Civit Engineering - 1973 University of Colorado, M.S. In Civil Engineering - 1982 LICENSES AND REGISTRATIONS Professional Engineer - Colorado, Nebraska, Oregon EXPERIENCE
SUMMARY
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Mr. Springer is a Structural Engineer in the Structural Division at the Denver Operations Center. He is currently coordinating the preparr.zon and checking of pipe support calculations for the Nine Mile Point II Nuclear Project. Recently, he was the Lead Structural Engineer (on-site) on a nuclear power plant for Pub 1?c Service Company of Colorado. His current assignment involves the desagn of pipe support for plant piping. Previota assignments have included the design of a screenhouse for Northern States i
Power Company; the design of a technical support center for Portland i
General Electric Ccmpany; the design of a radweste container storage facility, design of duct and pipe supports, design of fireproofing systems and design of shielding for radiological protection for Omaha Public Power i
District; stability analysis using post-tensioned anchors on the Osage Hydroelectric Project. Bagnell Das for Union Electric Company; design of an ash pond, pipe supports, and foundations for the coal conveyor system on Wyodak Generating Station; and structural design of Rock Island Hydroclectric Project for PUD No._ 1. Wenatchee, Washington.
Previously, he was employed by Stearns-Roger Incorporated, Denver, Colorado as a Structural Engineer in the Power Division, and was involved with 4
j initial studies and structural anclysis of the 450 MW coal-fired Yampa l
Generation Station.
J Prior to Stearns-Roger, Mr. Springer was emple ed by Howard, Needles, s
i-Tammen and Bergendoff, as a Civil Engineer.
n this position he was
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involved with interstate highway design.
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DETAILED EXPERIENCE RECORD SPRINGER, JOSEPH E. - 86414 STONE Ts WE3 STER ENGINEERING CORPORATION, DENVER, COLORADO t
(May 1975 to Present)
Appointments:
Structural Engineer - Mar. 1981 Engineer - Oct. 1979 Sr. Designer - July 1977 Designer - May 1975 Nine Mile Point II Nuclear Generating Plant (Jan. 1983 to Present)
As STRUCTURAL ENGINEER, Mr. Springer is responsbile for coordinating the preparation and checking of pipe support calculations, Public Service Company of Colorado. Ft. St. Vrain Nuclear Generatinz Station (Nov. 1981 - Jan. 1983)
As LEAD STRUCTURAL ENGINEER, responsibis for preparing seismic and thermal design for large bore pipe supports for plant piping and responsible for l
insuring the constructability of these pipe supports.
Northern States Power Company, Prairie Island Nuclear Generatinz Station 3
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As STRUCTURAL ENGINEER, responsible for preparing seismic structural desi~gn and drawings for screenhouse structure.
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Portland General Electric Company (Sept. 1980 - Nov. 1981)
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As LEAD STRUCTURAL ENGINEER, responsible for preparing specifications, seismic structural design, foundation design, and drawings for a Technical l
Support Center. Also responsible for coordinating the efforts of the other disciplines such as electrical, mechanical and architectural.
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Omaha Public Power District, Omaha, Nebraska. Ft. Calhoun Nuclear Generating Station (Nov. 1978 - Mar. 1981) i As STRUCTURAL ENGINEER, prepared specifications,-seismic structural design and drawings for the following systems: Post Accident Sampling System; Auxiliary Building Crane Modifications; Radioactive Waste Solidification System; Diesel Generator Enclosure; Switchgear Room Fire Protection; i
Redundant Cable Tray Separation Fireproofing; Radweste Container Storage Building; HVAC for the steam generator blowdown area; HVAC' for the j
switchgear room; pipe support ana. lysis for auxiliary building system j
piping; and radiological plant shielding. Specific design aise included.
j using finite elements and dynamic model analysis.
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Union Electric Company. St. Louis, Missouri. Osage F groelectric Project 2
Banne11 Dam (Mar. 1978 - Nov. 1978)
As SENIOR DESIGNER, responsible for preparing the design *and drawings for post-tensioning of Bagnell Dae.
Pacific Power & Light Company. Wyodak Generatina Station. 330 MW - Coal (Dec. 1976 - Mar. 1978)-
1 As SENIOR DESIGNER, performed design and checking of drawings for ash pond, and coal conveyor foundation modification. Performed design for pipe support for Unit No. 1 Wyodak Gene' rating Station.
PUD No. 1. Chelan County, Washinston, Rock Island Hydroelectric ?roject, 456 MW (May 1975 - Dec. 1976)
As DESIGNER, performed design and checking of drawings for Rock Island Nydroelectric Project.
i STEARNS-ROGER. INC.. DENVER COLORADO (Apr. 1974 - May 1975)
STRUCTURAL ENGINEER IN THE POWER DIVISION Colorado Ute Electric Association. Yampa Generatina Station. Unit No. 2.
450 MW - Coal Performed structural layout and design of steel framing and concrete foundation of main plant and miscellaneous structures.
I HOWARD. NEEDLES. TAMMEN & BERGENDOFF (Jan. 1974 - Apr. 1974)
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As CIVIL ENGINEER, performed design and checking of drawings for interstate highway design.
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September 1982 CRAIG, WILLIAM C.
SENIOR STRUCTURAL ENGINEER STRUCTURAL DIVISION T.-
EDUCATION 1
University of Delaware - Bachelor of Civil Engineering 1957 Boston University - MBA Core Courses 1974-1978 Accounting, Financial Management, Statistics, Operations Management, Organizational Behavior, Macro-Economics, Marketing Stone & Webster Continuing Education Program Nuclear Reactor Engineering 1968 Leadership Skills 1973 Creating a Team Approach 1976 Engineering Assurance Procedures 1973-1976
' Storage and Flow of Solids 1982 LICENSES AND REGISTRATIONS l
Registered Professional Engineer - Pennsylvania, New Jersey, Maryland, West Virginia, and Wisconsin EXPERIENCE
SUMMARY
I Mr. Craig has 26 years of experience with Stone & Webster Engineering Corporation (SWEC) in the consulting engineering industry. He is currently a Project Engineer and Senior Structural Engineer with a diverse background which includes extensive experience in the design and engineering of nuclear and fossil fueled power plants, waste water treatment systems, high voltage transmission lines, industrial projects and conceptual design for high level nuclear waste facilities.
As a Project Engineer, he has been responsible for the administration, coordination and execution of all engineering and design activities on projects and for the cost of engineering services.
He is also responsible
.l for monitoring the entire cost of equipment and materials purchased through the headquarters office.
Mr. Craig is currently the Structural Division representative to the Conceptual Engineering Group where he recently supervised the development of site plans, conceptual. foundation designs and steel framing drawings for a two unit (700 MW each) lignite fueled power plant for Houston Lighting and Power Company.
This current assignment also involved participation in the development of the SWEC Reference Fossil Power Plants for 300, 600 and l
750 MW units.
Mr. Craig is also responsible for the Structural Division's program for the i
enhanced use and development of computer graphics systems. The Division's standard details for architectural, concrete and structural steel have been
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The use of three-dimensional capabilities have been investigated and a variety of software packages are under development for steel design, interface with main frame sy:;6 ems, and productivity enhancement are in progress. The structural work for the above Houston Project was performed on computer graphics.
l Mr. Craig, as Project Engineer, recently completed a 600 gpa waste treatment system which was designed for confined site conditions for the, Mystic Station of Boston Edison Company.
This project involved economic evaluations of secondary treatment systems, definition of waste sources, volumes, pH, and temperature. The project involved the development of large equalization ponds; evaluation of lining materials; monitoring -wells, leachate collection system; and design of systems to meet the requirements of the station's NPDES permit and RCRA regulations on hazardous wastes from a fossil plant.
I His recent experience as Project Engineer for the Wisconsin Utilities Proj ect, a standard two unit, nuc.'.ea r fuel, power plant (900 MW each),
involved site selection, site developmot, cooling systems evaluations, nuclear steam supply evaluations. and preparation of licensing documents such as the PSAR, ER 316a and 316b Demonstrations.
This assignment also involved interface with both local, state, and federal agencies.
PUBLICATIONS
" Design Parameters for EHV Steel Structures,", Southeastern Electronic Exchange, Tampa, Florida, October 24, 1963.
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DETAILED EXPERIFNCE RECORD I
CRAIG, WILLIAM C.
STONE & WEBS.N._R QGINEERING CORPORATION, BOSTON, MA (Aug 1956 to Present)
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Appointments:
Project Engineer - Feb 1977 Assistant Project Engineer - Nov 1973 Senior Structural Engineer - Apr 1971
- Structural Engineer - Dec 1965 Engineer, Structural Division - Aug 1956 Conceptual Engineerina/ Computer Graphics (May 1980-Sept 1982) 4 l
Assigned as the Structural Division representative to the Conceptual Engineering Group where he supervised and participated in the following i
work:
l a.
Site plans, conceptual foundation arrangements, and steel framing tayouts for a two unit (700 MW) lignite fueled power plant for Malakoff Electric Generating Station for Houston Lighting and i
Power Company.
1 b.
Conceptual foundation arrangements and steel framing layouts for a 650 MW coal fueled power plant, Unit No. 1, Patriot Generating j
i Station for Indianapolis Power and Light Company.
c.
Conceptual development of the Reference Fossil Power Plant for j
300, 600, and 750 MW units.
d.
Conceptual development of a reference modular concept for on-site radwaste storage facility for operating nuclear power plants.
Computer Graphics Development i
As DIVISION REPRESENTATIVE, responsible for the program for the enhanced use and software development of computer graphics systems.
Responsible for j
organizing the computer data base for the Division's standard detail for architectural, concrete and structural steel.
The use of three-dimensional capabilities have been investigated and a variety of software packages are under development for steel design, interface with main frame systems, and productivity enhancement are in progress. The structural work for the above Houston Project was performed on computer graphics.
Wastewater Treatment System - Mystic Station. Boston Edison Company
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TMay 1980-Mar 1982) i As PROJECT ENGINEER, responsible for the administration, coordination, and l
execution of all engineering and design activities associated with. a wastewater treatment system designed to meet carrent discharge standards.
jl The system is designed to handle waste flows of 800,000 gal per day. Site
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Structural Division, Marketina, and Studies (Aug 1979-Apr-1980)
Assignments during this period included preparation of structural division guidelinas, standards, and procedures, industrial marketing efforts on projects for IBM, duPont, and NEN, a material of construction study for Pepsi-Cola, and problem report investigations.
In February of 1979, Mr. Craig visited the nuclear facilities at Marcoule, France and Karlsruhe, Germany to study the extent of European technology in the vitrification of high level nuclear wastes and the design concepts for interim air cooled dry storage of packaged wastes.
i Wisconsin Utilities Project, Wisconsin Electric Power Company (Feb 1977-July 1979)
As PROJECT ENGINEER, responsible for the administration, coordination, and execution of all engineering and design activities associated with licensing of an 1,800 MW (two 900 MW) PWR nuclear power plant. A unique part of this
. project was an extensive site investigation (over 100 sites) in Wisconsin and Upper Michigan, development of a standard PSAR, three site addenduas, and three different site environmental reports.
Wisconsin Utilities
- Project, Wisconsin Electric Power Company (Nov 1973-Jan 1977)
I Aa ASSISTANT PROJECT ENGINEER, responsible for a standard two-unit nuclear feed plant (1,800 MW) that can be constructed on at least three sites in Wisconsin.
Coordinated the engineering efforts of the environmental, structural, construction, geotechnical, control, electrical, and all groups performing seismic analysis of equipment and structures.
Also,, performed duties related to estimating ~ efforts, manpower projections, and general scheduling.
l Wisconsin Utilities Project, Wisconsin Electric Power Company
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(July 1972-Oct 1973)
As LEAD STRUCTURAI ENGINEER, responsible for a two-unit nuclear fuel plant (1,000 MW).
Participated in site selection, mapping, design instructions, PSAR, environmental reports, NSSS evaluation schedules, and estimates.
l Also, participated in plant arrangement and related studies.
Precipitator Uparadina - Units 1 and 2. Virainia Electric and Power Compang (June 1971-June 1972)
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for additional precipitators for two 560 MW fossil fuel plants.
Work included I
preparation of contract specifications for precipitators and structures, j
foundation design and relocation of facilities, and roadways for these structures. Also, participated in project control of work and schedule of subcontractors.
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1 WCC Sto'e Power Station, Virginia Electric and Power 1973 Extension - Mt.
r Company (Apr 1969-Juae 1972)
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for a 650 hW fossil fumi plant including coal handling and corrective work to l
existing unit facilities.
Prepared design instruction, schedules, esti-mates, specifications, comparison of bids, design supervisicn.
Also participated in basic-plant layout decisions.
Work also includes alterations to a 500 kV substation and the transformer leads over the powerhouse roof.
500 and 230 kV Addition to Conastone Substation, Baltimore Gas and Electric Company (Jan 1968-Mar 1969)
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for the addition to a 500/230 kV substation using aluminum structures. Prepared new structure design, made studies to select economic foundation type, modified existing structures, and prepared bidding documents and construction specifications.
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Transmission Line Estimate, Savannah Electric and Power Company As PROJECT ENGINEER for the preliminary design and preparation of an i
estimate for a double circuit, 115 kV, 10 mile transmission line.
Work included an investigation of site, preliminary layout, establishing basis of estimate, and presentation to Client.
I Tredegar, Duhaney, and Old Harbour Substatione, Jamaica Public Service Company s
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for t.hree substations; two were 69/138 kV designs and the other ~138 kV design.
Prepared specification for World Bank bidding, made comparison', checked designs by Seller, and supervised foundation design.
230 kV Transmission Line, Big Bend Substation Tampa Electric Company l
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for
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foundation design for a 230 kV substation and two double circuit 230 kV
.4 transmission lines. Prepared foundation design study and estimate, analyzed borings, investigated construction techniques, supervised design and bidding
-documents and construction specifications. Final design was based on using f
mud slurry techniques for excavation in wet sandy soils.
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- 500 kV Transmission Line and Substations, Keystone Projects (Sept 1963-Dec-1967)
As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for a N
600 mile, single circuit, 500 kV steel tower line from western Pennsylvania to Philadelphia, Baltimore, New Jersey, and New York. Prepared studies for tower outline, designs, materials, selection of foundations, insulator arrangements.
Supervised tower testing of four tower types.
Made initial i'
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Also responsible for structural engineering of six 500/230 kV substations using aluminum structures and concrete foundations.
500 kV Transmission Line, Virginia Electric and Power Company (Feb 1962-Aug 1963)
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As LEAD STRUCTURAL ENGINEER, responsible for structural engineering for 350 mile, single circuit, 500 kV steel tower line from Mt. Storm Power Station in West Virginia to Loudoun substation west of Washington, D.C., south to Elmont substation west of Richmond, Virginia, then west to Dooms substation and north to Mt. Storm.
Supervised studies to select tower types and outlines with steel guyed V-towers used in mountains and self-supporting in cultivated areas.
Prepared project estimate, material specifications, and supervised foundation designs.
Made studies for use of computer in tower spotting.
Also responsible for structural engineering of power station transformer leads and four 500 kV substations using strain bus and steel structures.
345 kV Transmission Line, The Cleveland Electric Illuminatina Company (Mar 1961-Jan 1962)
As STRUCTURAL ENGINEER, responsible for structural engineering for a 55 mile, single circuit, 345 kV line from Cleveland to Canton, Ohio.. Msde studies, estimates, comparisons of tower layouts, selections of foundations, and all specifications.
White River Substation, Puget Sound Power & Light Company As STRUCTURAL ENGINEER, responsible for structural engineering for a 230/115 kV substation, including structures, control house, oil pump house, and microwave tower.
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l Thelma Switchina Station, Virginia Electric and Power Company l
As STRUCTURAL ENGINEER, responsible for structural engineering of a 230 kV switching station for the Gaston Hydroelectric Project.
138 kV Transmission Line, Union Electric Company (Sept 1959-Feb 1961)
As STPUCTURAL ENGINEER, responsible for structural engineering of a 10 mile, 138 kV double circuit line with a 3,500 ft Mississippi River Crossing. Made 4;
cost studies to determine economic design and construction, selected tower outlines and foundation types.
1 Transmission Line, Savannah Electric and Power Company i
l As STRUCn1RAL ENGINEER, responsible for structural engineering of a 10 mile, 110 kV line with portions underbuilt for one or two circuits of 44 kV.
Made l
all economic studies, site inspection, selection of conductor tensico, and 1
foundations.
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WCC Moutaup Electric Company As STRUCTURAL ENGINEER, responsible for tower relocation to clear new transmission line.
Tower relocation for state highway.
Reconductoring of existing transmission line.
Repairs to existing river crossing towers.
110 kV double circuit transmission line with 2,500 ft crossing the Taunton River.
This line consisted of eight steal towers through residential area with wood poles for the rest of the line.
Advanced Pressurized Water Reactor Study, United States Atomic Energy Commission (May 1959-Aug 1959) i As STRUCTURAL ENGINEER, prepared estimate and design for low pressure vented j
vapor container, cylindrical shape, of reinforced concrete.
Newman Power Station - Unit No. 1, El Paso Electric Company, El Paso, TX Study to determine method.of test loading turbine support foundations, i
Power Plant Addition, - No. 5 Boiler, National Fetro-Chemicals Corporation As an ENGINEER, responsible for structural engineering of steam boiler.
i Willow Glen Power Station, Gulf States Utilities Company (Oct 1958-Apr 1959)
As a FIELD ENGINEER, responsible for work on circulating water system, switchyard, towers, roadwork, preparation of shop details, cost stddles, and i
specifications.
Potomac Electric and Power Company (July 1958-Sept 1958) j As an ENGINEER, investigated and designed passenger tramway from power l
station to screenwell.
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Assignments in Estimating, Cost, Purchasing, and Appraisal Departments.
Power Plant Extension, Montaup Electric Company (Mar 1958-June 1958)
As an ENGINEER, responsible for structural engineering of ash and coal handling facilities.
Chesterfield Station - Unit No. 4, Virginia Electric and Power Company ',
(Dec 1957-Feb 1958)
As a STRUCTURAL DESIGNER, responsible for the design of structural steel for boiler s tspension, turbine roof trusses, crane girders, columns, and wind bracing system.
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m WCC Tampa Plant, Jos. Schlitz Brewing Company (Har 1957-Nov 1957)
As a STRUCTURAL DESIGNER, prepared design of pile and soil bearing foundations, walls, floor slabs, pipe tunnels, and steel frame building for brew house, cellar building, grain storage bins, warehouse, and office building.
Insulation and Hardboard Mill, Abitibi Corporation, Alpena, MI (Aug 1956-Yeb 1957)
As an ENGINEER, prepared specifications and comparison of bids for all structural materials.
Roy S. Nelson Station, Gulf States Utilities Company l
Rio Grande Power Station, El Paso Electric Company 1
As as ENGINEER, prepared specifications, layout of steel for boiler 4
suspension, surface drainage, checking pile foundations for as-built j
conditions.
HOG ISLAND LUMBER COMPANY, PHILADELPHIA, PA (Summers 1953-1956)
Draftsman for design of prefabricated homes.
WILLIAM E. LOUIS, CONTRACTOR, SWARTHMORE, PA Carpenter ATSUGI '*AVAL AIR STATION, JAPAN, U.S. NAVY - MOBILE CONSTRUCTION BATTALION NO. 2. (1950-1952)
Prepared plans, specifications and inspected construction for transportation building, photography laboratory, training building, and communications facilities.
j HUMMER E. GREEN LUMBER COMPANY, CHESTER, PA (1948-1950) i 4
Architectural Draftsman WARNER-WEST CORPORATION, PHILADELPHIA, PA (1946-1948)
Apprentice Carpenter
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.Y!CHAEL J. ABRAHAMS Manager Structures Department Semor Professional Assocate Structural Engineer Education Bowdoin College, 8. A. 1960 -
Columbia University School of Engineenng, B.S.1963. M.S. 1964 Societies American Concrete institute American Society of Civil Engineers Structural Stability Research Council, Chairman Task Group 3, Beam Columns Licenses New York, Georgia, Washington Recently appointed manager of the North Atlantic
- Review of shop drawings and erection procedures Region's Structures Department, Mr. Abrahams has for the Curtis Creek Bridge, Baltimore, Maryland.
participated in many bridge, tunnel, and building projects:
- Inspection, preparation of reports, rating, and
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design of repairs for fixed and movable bridges. Proj-Recent Projects ects include a 544 foot-long verticallift railroad a Project engineer directing preparation of design bridge, Buzzards Bay, Massachusetts; a 60 foot long and specifications for a new powerhouse for the swing bridge, Milford, Delaware; and a 3,235 foot Groveville Mills hydroelectric plant, Beacon, New causeway with a 160-foot bascule span. Galveston, York. This 0.8-MW facility will a!so inc!ude a revised Texas.
penstock and revision to the tailrace.
- Des:gn and consultation duringconstruction work on
- Deputy project manager for Hood Canal Bridge, a 3,000 car precast prestressed concrr e parking garage Washington - a 6,470-foot-long floating, prestressed project,in White Plains, New York. The garage iocludes concrete bridge with a 600-foot-long lift draw section three buildings and a high-level bridge.
to allow ship passage. Responsible for design of bridge superstructure as well as movable bridge oper-
- Project engineerin charge of plans and specifica-
. ating machinery, electrical and mechanical designs, tions for the plaza roof of the main subway stati7n in specifications, and technical supervision of three Atlanta, Georgia. The roof is a large precast, post-subconsultants.
tensioned, concrete strweture erected using segmental construction techniques.
- Project manager for recent investigation of collapse of Kemoer Arena, Kansas City, Missouri. A large por-
- Design engineer for prestressed box beams on tion of the roof of this 17,600-seat arena collapsed Con ;tess Avenue Bridge, Austin, Texas.
l during a violent storm. As projec: manager, directed 1
' firm's investigation of collapse including structyral
- Project engineer in charge of desyn and deta"ing and hydrological analysis, wind tunnel testing, con-of tunnel portions of the Second Downtown 'Iliza-sultation with consultant, and report preparation.
beth River Tunnel between Norfolk and Portsmouth, Also project manager for subsequent review of rebuilt Virginia.
arena; review resulted in letter report to client.
t
- Supervision of design and preparation of drawings
'I e Project engineer for two highway bridges in upstate for the ventilation buildings and certain portions of New York - part of infrastructu:e improvements the sunken tubes of the Second Hampton Roads associated with the Prattsville Pumped Storage Prol Bridge / Tunnel crossing in Virginia.
ect of the Power Authority of the State of New York.
- Dag;n engmeer, preliminary design of mushroom
- Design of several fixed and movable highway -
piers Keehe Interchange, Oahu, Hawaii.
bridges: the Third Street (bascule) Bridge m Wilming
- ton, Delaware; the James River (vertical lif t) Bridge in Newport News, Virginia;and the Martin Luther King.
Jr., Memorial Bridge, in Richmond, Virginia.
7 Parsons Brinckerhort 9820 r
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Strui;tural analysis of a watertoont si.ernin S. i tum Previous E=penence F 2 of the Washmyton Metropohtan Aeea Transit
- Served with the U.S. Peace Corps m the Phihppme s Authority (WM ATA) Subway Systent as a Civil Engineer attached to a Phihppine Govern merit Agency. Directed the survey. design, arid con
- Acted as consultant to a major insurance company struction of self help projects such as schnoit. water regartling an investigation into the collapse of the supply, and irrigation systems Hartford, Connecticut. Coliseum roof.
- Structural engineer with a major design-construc-
- Member of a five man team of bridge experts who tion firm. Involved in the design of iron ore processing toured six European countries to assess state-of the-plants and mines. Work included the design and art of prestressed segmental concrete bridges. Project detailing of ore storage buildings, reclaim tunnels, and was spansored by International Road Fedaration at a stressed skin conveyor support system.
request of Federal Highway Administration.
Publications
- Medel studies conducted at the U.S. Corps of Engi-
- Coauthor, ** Record Span foi Record Lift - The neers Experimental Station at Vicksburg, Mississippi, Fremont Bridge," awarded first prize by James F.
t on the placing operations for the 63rd Street Tunnel Lincoln ArcWelding Foundation,1974.
in the East River, New York City.
i e Coauthor, **A Report on the Design and Construc-
- Review of erection procedures of the Fremont tion of Segmental Concrete Bridges in Western Bridge in Portland, Oregon. The erection included Europe-1977, U.S. Department of Transportation, lifting the 6,000 ton center span 160 feet into place Washington, D.C,1978.
- the world's largest lif t of this type.
Awards
- Participation in feasibility studies for various
- Honor Award, New York Association of Consult-sunken-tube tunnels, high-level bridge crossings, and ing Engineers,1982. Structural Design of Five Points tracked air-cushion vehicle guideways.
Station Roof.
Annual Award, Prestressed Concrete Institute.
1982, Five Points Station Roof i
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STONE & WEBSTER MICHIGAN, INC.
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P.O. box 2325. BOSTON. massachusetts 02107
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. FILE S Vr. J.G. Keppler, Administrator, Region III June 16, 1983 Nuclear Regulatory Cormission N.0. No.
14509 799 Roosevelt Road NRC File #83-06-16 Glen Ellyn, IL 60137 RE: DOCKET NO. 50-329/330 MIDLAND PLANT - UNITS 1 AND 2 OVERVIEW OF THE CONSTRUCTION COMPLETION PROGRAM Copies of Stone & Webster documents developed to implement the Construction Implementation Overview of the (CPCo) Construction Completion Program are attached for your review and coments.
1.
Project Quality Assurance Plan June 18, 1983 2.
Quality Control Instruction, OCI 15.01 Nonconformance Indentification and Reporting Rev. O, June 14, 1983 If you have any questions with respect to the attachments, please contact me at (517) 631-8650, extension 486.
Very truly yours, pf [ N, h W" S.W. Baranow Program Manager Enclosure
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SWB/ka cc: JJHarrison, NRC Glen Ellyn, IL w/att RCook, NRC Midland (Site Manager)w/att DBMiller, US NRC (Site Representative)w/att RBKelly, S&W 245/5 w/att APamaruso, S&W 245/13 w/att JUN 221983 i
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J.0. No. 14509 Midland Plant Units 1 & 2
{.h Consmer Power Company Third Party Construction Implenentation Overview P.".00ECT QUALITY ASSlRANCE PLAN Approvals:
Dates:
_kgd 4 #/3-8'S Program Manager C
6 "a - 3 3 Chief Engineer Engineering Assurance A A PJL u.s. A.
fo ~ 7-83 Manage:-
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Quality Assurance i
SCOPE This procedure describes the quality assurance plan for activities performed by C'.
Stone & Webster Engineering Corporation (SWEC) for the Consmers Power Capany's-(CPCo) Midland Plant-Units One and Two. The work involved in this third par:y overview is described in applicable CPCo specifications and procedures' and shall be
. accomplished in the following manner:
Development of an overview program and preparation of a Project Quality Plan.
t a.
i b.
Review of the design and construction docuents to gain familiarity with the I
work.
,i c.
Evaluation of the adequacy of technical and related adninistrative construc-l tion and quality procedures.
d.
Evaluation of the degree of compliance with technical and adninistrative construction and quality procedures.
Daily reviews as necessary with the Owner to obtain any clarify!ng information e.
'l and project docuents that are needed to carry out this progre. The Owner and SWEC will establish a specific comunication plan at the start of the
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work.
l f.
Submittal of brief weekly progress reports and a final report to the NRC with j
a copy to CPCo.
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g.
Submittal of monthly reports of findings and observations to the NRC with a
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copy to CPCo.
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C.
h.
Monthly reports and the final report shall be reviewed by a senior levet overview committee in accordance with the Project Program Plan.
1.
SWEC will not be responsible for implementing corrective action, however, their professional opinion may be requested.
PROGRAM REQUIREMENTS AND ACTIVITIES I
I.
ORGANIZATION The overall SWEC organization is depicted in SWQAP 1-74A (Section I).
A l
Program Manager will function as the site leader for the tMrd party overview.
Project organization is described in the Project Program Plan.
II. QUALITY ASSURANCE PROGRAM The overall SWEC quality assurance program is designed to provide assurance i
that all SEC, activities are accomplished in a controlled manner. The SWEC corporate QA program complies with 10CFR50, Appendix B, and NRC Regulatory i
Guides, and is described in an NRC approved topical report, SWSQAP 1-74A, l
" Standard Nuclear Quslity Assurance Program."
This quality assurance plan shall be maintained up-to-date to reflect any changes in the scope of SWEC work.
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(
This quality assurance plan identifies the procedures which implement the A
overall QA program as it applies to the SWEC scope.
Insofar as possible, j
applicable standard SWEC procedures will be used to govern the work. When i
standard procedures do not fit project circumstances, project procedures will j.
be issued to govern the work. Variances from standard SWEC procedures will be approved according to Quality Standard (QS) 5.1 and Engineering Assurance 1
Procedure (EAP)5.7.
Personnel performing activities in accordance with this plan requiring quali-i fication and certification will be qualified and certified in accordance with Quality Standard 2.12 and Quality Assurance Directive 2.5.
III.
DESIGN CONTROL (Not within the SEC scope)
IV.
PROCUREENT 000UMErr CONTROL 4
]i Consulting Services, as required, are procured in accordance with Engineering Assurance Procedures 4.1 and 4.15,. which are supplemented by Project Proce-dure (PP)(LATER).
-1 4
i.
J V.
INSTRUCTION
S. PROCEDURE
S. AND ORAWINGS j
SWEC procedures, includin variances, are prepared and controlled in ac-j (
cordance with Section II this QA plan.
i' (Instructions, drawings and specifications are not within the SWEC scope).
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1 VI.
DOCUMENT CONTROL C
(Not within the SWEC scope)
VII.
CONTROL OF PURCHASED MATERIAL, PARTS, EQUIPENT, AND SERVICES (Control of Purchased Material, Parts and Equipment - not within the SWEC scope).
Control of Services is in accordance with Enginee ing Assurance Procedure 7.1.
VIII.
IDENTIFICATION AND CONTROL OF MATERIAL, PARTS, AND COWONENTS l
(Not within the SWEC scope) j IX.
CONTROL CF SPECIAL PROCESS (flot within the SWEC scope)
X.
INSPECTION i
l Quality Assurance monitoring of the construction and quality activities is performed by surveillance of on-going work.
XI.
TEST CONTROL C
(Not within the SWEC scope)
XII.
CONTROL OF MEASURING AND TEST EQUIPMENT (Not within the SWEC scope)
XIII.
HANDLING, STORAGE, AND SHIPPING' (NotwithintheSWECscope)
XIV.
INSPECTION, TEST, AND OPERATING STATUS (Not within the SWEC scope)
XV.
NONCONFORMING MATERIAL, PARTS, OR COW ONENTS Nonconfonnances discovered by SWEC during the monitoring process are reported in writ'ing to the NRC with copy to CPCo.
4 l
XVI.
CORRECTIVE ACTION Reporting under 10CFR50.55(e) is accomplished in accordance with QS-16.2 and EAP-16.2.
I
(.
Reporting under 10CFR21 is accomplished in accordance with QS-16.3 and EAP-1 16.3.
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Page 1 of 2 T-391 oCI No.
REV.
DATE iPREPAREo SY STONE & WEBSTER 15.01 0
6/1a/83 i F. Bearham olVisloN LOCATION For MNpp QUALITY AeeucAsiuTY APPRoy 0 SY CONTROL N/A
" "" c E RE INSTRUCTION N
SUBJECT NONCONFORMANCE IDENTIFICATION AND REPORTING 1.0 PURPOSE yj 1.1 To describe the:3ystem for initiating, processing, distributing and contrciling Nonconfomance Identification Reports (NIR),_ documenting field nonconformances.
l 2.0 SCOPE This instruction applies to noncor.formances identified by Construction Implementation Overview (CIO) personnel during evaluation and verification of activities associated with the implementation of Phase I and Phase 11 of the Construction Completion Program (CCP).
3.0 REFERENCES
3.1 SWEC Third Party Construction Implementation Overview May 19, 1983 3.2 SWEC Project Quality Assurance Plan 3.3 Processing of CIO Deficiencies, N-6 Rev. 0, May 16,1983 4.0 ATTACHMENTS Nonconformance Identification Report (NIR) 4.1 i
4.2 Instructions for completion of the NIR report t
4.3 NIR Log Summary l
5.0 DEFINITIONS 5.1 Nonconformance - A deficiency in characteristic, documentation or procedure which renders the quality of an item unacceptable or in-determinate. Examples of nonconformance include: Physical defects, test failures, incorrect or inadequate documentation, or deviation from prescribed processings, inspection or test procedure.
t 6.0 PROCEDURE 6.1 Nonconformances that are observed by(CIO) personnel and determined to l
have been previously identified by Consumers Power Ccmpany (CPCo.) or j
their Constractors shall not be reported.
l Note - Previously reported nonconformances will normally be identified by number on the Quality Control Inspectico Records (GIR) j which are attachments to Project Quality Centrol Instructions (PO^I).
6.2 Noqcenformances wnich have not been previcusly identified by CPCo or their Contractors shall be reported on a Ncncenformance Identification Report (NIR).
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,;..l-3 QCI 15.01 REVISION O PAGE 2 6.3 NIRs shall be evaluated for potential reportability under 10CFR 50.55e and/or 10CFR Part 21 by the Program Manager. The Program Manager shall
- transe, M CPCo a copy of the NIR and a brief explanation outlining the reason (s) why it should be evaluated by CPCo.
6.4 Upon concurrence by the Program Manager, the original shall be transmitted to CPCo for processing in accordance with MPQAD procedure N-6, " Processing of Construction Implementation Ovarview Deficiencies." A copy of the NIR shall beitransmitted to NRC site representative for infomation. Copies ofNIEsshal]premainintheCIOfilesfortrackingpurposes.
6.5 TheProgramManagershallmaintaincommunicationwithCPCotod[!termine when resolutions of nonconformances are accomplished.
6.6 Upon notification from CPCo that the nonconformance has been resolved, t
(CIO) personnel shall verify that corrective actions have been accomplished.
After verification, the NIR shall be closed with a brief description of the corrective action accomplished and shall signify concurrence by signing and dating the NIR.
6.7 If the corrective action is considered to be unsatisfactory, the inf atator shall issue a new NIR which shall be processed in accordance with para-graph 6.4 6.8 A weekly report showing the status of NIRs shall be sent to the US NRC with a copy to CPCo.
7.0 RECORDS 7.1 Closed NIRs shall be distributed as follows:
Original of NIR and MPQAD NCR to CPCo pemanent plant files One copy to US NRC One copy to CIO files t
7.2 -Other records shall be distributed as follows:
Originals of completed summary logs to CPCo permaneret plant files i
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STONE AND WEBSTER ENGINEERING CORPORATION QCI 15.01 NONCONFORMANCE IDENTIFICATION REPORT m
DATE OF NONCONFORMANCE:
NIR NUMBER I
IDENTIFICATION / LOCATION OF-ITEMS:
1:
DESCRIPTION OF NONCONFORMANCE:
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- 5 CONCURRENCE REPORTABILITY PROGRAM MGR 10CFR 50.55e INIATIATOR Yes C NO O DATE DATE 10CFR PART 21 YES O NO C"]
CORRECTIVE ACTION BY:
i IDENTIFY ORGANIZATION TAKING CORRECTIVE ACTION 4
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l CONCURRENCE SAT UNSAT CONCURRENCE NEW NIR#
- j-INIATIAT0t
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PROGRAM MGR OATE DATE DATE REMARKS I
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QCI 15.01 Instructions for Completion of a Nonconformance Identification Report Number - Enter next sequential number obtained from file.
i Date - Eater date observation was made.
Identification / Location of Item - Use name and serial, mark or heat number, etc., or other description of items affected by the nonconformances.
Description of Nonconformance - Reference documents and requirements and ex-plain manner in which they are violated. Include any pertinent physical condition (dimensions, test reports, damages, etc).
}
Initiator - Signature of Construction beplementation Overview Team member making
' ~ "
j observation.
Date - Enter data of report.
1 Program Management Concurrence - Signature of the Program Manager or his disignee signifying concurrence with issue of the NIR.
l Corrective Action - Describe action taken by CPCo. or their Contractors to a
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correct nonconformance. Include any appropriate report numbers, speci-
)
fication changes and/or methods of repair, etc.
(
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Initiator Concurrence - Signature of Construction Implementation Overview Team member reporting and concurring with corrective action.
Program Management Concurrence - Signature of the Program Manager or his disignee signifying concurrence with closure of the NIR.
Date - Enter date NIR is closed.
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( XVII.
QUALITY ASSURANCE RECORDS SWEC General Policy and Procedure for records collection, retention, and turnover to Consumers Power Company are described in QS-17.1 and EAP-17.2 and as detailed in the scope under items f. and g.
EAP 17.2 is supplemented by PP (LATER).
XVIII.
AUDITS (Not within SWEC scope) i f'
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