REGULATORY INFORMA'TION DISTRIBUTION YSTEM (RIOS)

AOCESSION NBR:8206030004 DOC ~ DATE: 82/05/28 NOTARIZED: NO DOCKET FACIL:50-275 Diablo Canyon Nuclear Power Planti Unit ii Pacific Ga 05000275 AUTH,f

qualifications'ISTRIBUTION CODE: 8001S -COPIES RECEIVED:LTR J ENCL SIZE:- TITLE: PSAR/FSAR AMDTS and Related Correspondence

NOTES:J Hanchett icy POR Documents. 05000275

RECIPIENT COPIES RECIPIENT COPIES IO CODE/NAME LTTR ENCL IO CODE/NAME LTTR ENCL A/D LICENSNG 1 0 LIC BR 03 BC 1 0 LIC BR P3 LA 1 0 BUCKLEYzB~ 01 1 1

INTERNAL~ ELD/HDS 1 1 0 IE FILE 1 1 IE/DEP EPOS 35 1 1 IE/DEP/EPLB 36 3 3 MPA 1 0 NRR/DE/CEB, 11 1 NRR/DE/EQB 13 3 3 NRR/DE/GB 28 2 2 NRR/OE/HGEB 30 2 2 NRR/DE/MEB 18 1 1 NRR/DE/MTEB 17 1 1 NRR/DE/QAB 21 1 1 NRR/OE/SAB 24 1 1 NRR/OE/SEB 25 1 1 ERR/DHFS/HFE890 1 1 NRR/DHFS/LQB 32 1 1 NRR/DHFS/OLB 3Q 1 1 NRR/DHFS/PTR820 1 1 NRR/DSI/AEB 26 1 NRR/DS I/ASB 27 1 1 NRR/DSI/CPB 10 1 1 NRR/DS I/CSB 09 1 1 NRR/DS I/ETSB 12 1 1 NRR/DS I/ICSB 16 1 1 NRR/OS I/PSB 19 1 1 NRR/DSI/RAB 22 1 1 NRR/DS /RSB 23 1 1 NRR/DST/LGB 33 1

.'GN5 FILE 00 1 1, 2 2

EXTERNAL: ACRS 41 16 16 BNL(AMDTS ONLY) 1 1 "2 FEMA REP DIV 39 1 1 LPDR 03 2 NRC POR 02 1 1 NSIC 05 1 1 NTIS 1 1

NOTES:

tOS TOTAL NUMBER OP COPIES REQUIRED: LTTR ~ ENCL 0 4 y

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k ~ ' A TIEEDYNE ENQlNEERINQ SERVlCES

130 SECOND AVENUE

WALTHAM,MASSACHUSETTS 02254

(6) 7) 890.3350 TWX (710) 324.7580 Mr. H.R. Denton, Director May 28, 1982 Office of'uclear Reactor Regulation 5511-45 U.S. Nuclear Regulatory Commission Washington, D.C. 20555

Mr. G.A. Maneatis, Senior Vice-President Facilities Development Pacific Gas 5 Electric Company 77 Beale Street San Francisco, CA 94106 UINCOMTkoiL El9 Re: Docket No. 50-275 Diablo Canyon Unit 1 License No. DPR-76 DOCUMENT

Subject: DCNPP Independent Design Verification Program, Designation of a Civil Structural Consultant Gentlemen:

The IDVP Phase I Program Management Plan identifies a position as Civil Structural Consultant to TES, with the individual to be established. At the March 25, 1982 NRC Staff- PGEE - IDVP meeting (Transcript page 139), the writer agreed to inform both PGEE and NRC of the individual selected for your comments, if any.

We have designated Mr. Myle J. Holley, Jr. of Hansen, Holley and Biggs, Inc., a professional corporation. A statement of experience and personnel data is enclosed for the addressees of this letter.

TELEDYNE ENGINEERING SERVICES /I+~'-i6g(i~)

William E. Cooper Project Manager

WEC/ao Enclosure

cc: R. H. Engelken, NRC-Region V M.J. Holley, Jr.,(H,HI|8) H. Schierling (NRC) R.Wray (TES) R. R. Fray (PGEE) TES Document Control, Proj. 5511 R. L. Cloud (RLCA)

I,. 8206030004 820528 '" 0 I PDR *Docy„,PCJ00027g, ',, I I; ENGINEERS ANDMETALLURGISTS '"P, .'~ ','.' 'DR'~„.':«I 'I,)",' 1i

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l' Q Transmittal - Please Sign and Return Acknowledgement seencES Q Request for Information (RFI) When Requested Assign Control Number Page 1 of 1 Receipt (TES Use Only) Control No.

Originator W E. Coo er Transmit To: Mr. H. R. Denton, Director Project No. 551 i Office of Nuclear Reactor Re ulation Date Hay 28, 1982 U. S. Nuclear Re ulator Comission Client PO Washington, DC 20555 Transmitted Under Separate Cover To:

NOTE: Furnish complete identification for items transmitted (below).

QTY TYPE ITEM IDENT NO. REV DESCRIPTION - Title and Number of Sheets Pa es

Ltr. 5511-45 DCNPP Independent Design Verification Program, Designation of a Civil Structural Consultant

1 Copy Hansen, Holley, & Biggs Inc;. Statement of Experience and Personnel Data

ACKNOWLEDGEMENTOF RECEIPT BY TITLE DATF DISPOSITION FOR PREVIOUS REVISIONS Q Return to TES Q Mark Void Destroy Q Uncontrolled NOTE TO ADDRESSEE: Unless stated otherwise the listed items are furnished to you as Controlled Documents. Please sign and return the number 2 copy to: TELEDYNE ENGINEERING SERVICES l30 Second Avenue Waltham, Massachusetts 02254 Attention: Document Control, Project 5511 DISTRIBUTION: 1 and 2-Addressee 3-Document Control 4-Originator/Project Manager 4/81 ) 4 I3

HS$5SN1 HPllg C$ 58 BIggf j1Ã, CONSULTING ENGINEERS

ggBS~ p. ghWSEN + MY'.HOLLEY, Jfl. + JOHhi,hf. QLGGS g3ox 88, NB Braelh PO, Cumbridge, Mvsaehsaesa 02139,

UNCONTROLLED COPY Nag 7, 1982

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Hyg~yn, Holley and Biggs inc. 'Be professional corporation, Hansen, Holley and Biggs inc., was formed )n January 1975 by the partners of the consulting firm of Hansen, Holley and giggle, namely Robert J. Hansen, Myle .J. Holley, Jr., and John M. Biggs. The py

Thy

General ydvice on structural engineering problems associated with design and gynstruction of nuclear power plants. (Stone and webster Engineering Q~qrytion) g, Advice end guidance on design and construction deficiencies of llorcester Civic Center Arena and participation in arbitration proceedings. (City yf ggrcyster, Massachusetts) :3, Jglvice and assistance -in stability analyses of a concrete. gravity dam under pystulated. extreme flood conditions. (American Electric Power Service t,"yrpgrytion) 4, Preparation for lawsuits on window wall and structure, John Hancock Tower, Boston, (John Hancock Mutual Life Insurance Company)

5, Pt eparation for lawsuit on structural, durability and construction problems Of new municipal parking garage of City of Burlington, YT. (City of 9ur]ington, VT)

5, Advance and assistance re seismic analysis of a complex shear wall building. (Robert L, Cloud Associates, Inc.) Advice on analyses of resistance of nuclear power plant structural compon- c.nil to impact loading. (Portland General Electric Company) Anylysis oi causes of'indow wall deteriora ion. (Bake; and Daniels, Indi- . ynopolis, Indiana) ( 4

Hansen, Holley and Biggs, Inc.

Prior experience of the partnership or the corporation has included a number of projects. A partial list of these projects follows. a) Structural design of micro-wave antennas including the development of certain novel structural forms. (Linroln Laboratory, Craig Systems, Inc.)

b) Structural feasibility studies and preliminary designs in connection with ground facilities for the ATLAS Project. (Ramo Wooldridge Corp.)

c) Preparation of structural loadings and advice on methods of design in connection with TALOS and BOMARC ground facilities. {Burns and Roe). d) Design of radar towers. (Watson Elevator Co.) e) Study of feasibility of protective construction for housing anti-air- craft missile control systems. (Francis Associates). Review of design for 'targe reinforced concrete oil reservoir. (T.V.. Lambe).

g) Economic study of foundations for large radio and television towers. (Stainless, Inc.) h) Investigations of structural failures including buildings, bridges, and miscellaneous structures. (U.S. Corps of Engineers, Commonwealth of Massachusetts, Liberty Mutual Insurance Co., Du Pont Co.) 'I Study of "Air Blast Effects on Standard Aircraft Bulk Fuel Storage Underground Steel Tanks." (Armed Forces Special Weapons Project). j) Advice on design of floating roof system of largest oil reservoir in the world. (Creole Petroleum Corp.)

k) Advice on design criteria for ground facilities for TITAN project. (Space Techno'logy Laboratories). Design analysis of the Shell Roof Structure of the Providence Post Office. (Charles A. Maguire and Associates).

m) Investigation of Adequacy of Design of a Major Multi-Story Building to Earthquake Effects. {John Hancock Mutual Life Insurance Co.) Advice on Structural Design of Minatorized Airborne Computer for Polaris. (Francis Associates).

o) Advice to Department of Defense on Long-Range Research Program on Pro- tective Construction. (Director of Defense Research and Engineering).

Advice on Structural Design of Multi-Story Steel Frame Building. (William J. LeMessurier and Associates).

Hansen, Holley and Biggs, Inc. w3

q) Advice on Design of Nuclear Power Plants. (Stone and Webster, Inc.)

Rowe Connecticut Yankee City of Los Angeles Maine Yankee Long Island Lighting Duquesne Power and Light

r ) Advice on Design and Construction of Nuclear Power Plant. (Rochester Gas and Electric Co.) Ginna Plant.

s) Advice on some design aspects of Nuclear Power Plant. (Carolina Power and Light Co.) Robinson Plant.

t)'dvice on Design Aspects of Large Radio Telescope. (Stone and Webster, Inc. )

u) Advice on Nuclear Test Plan for Nike-X. (ABM Omaha District Corps of Engineers).

v) Advice on adequacy of design criteria, procedures, and results on major 100-story-high building, Hancock Center, Chicago. Advice on investiga- tion and correction of construction defects. (John Hancock Mutual Life - Insurance Co.)

w) Advice on Design of a Protective Facility. (Arthur D. Little, Inc.) x) Advice on Design of Nuclear Power Plant. (United Engineers and Construc- tors). Carolina Power and Light, Brunswick Consolidated Edison, Indian Point II Indian Point III y) Advice on Design of Nuclear Power Plant. (Gibbs and Hill). ENEL

Aguirre, Unit No. 1 z} Review of structural design and jacking system for multi-story build- ings, factory prefabricated modules, erected by the push-up concept. (Stirling Homex Corporation). aa) Advice on design of nuclear fuels reprocessing plant. (Atlantic Rich- field Hanford Co.). bb) Advice on design and construction of Nuclear Power Plant. (American Electric Power Corporation) Cook. cc) Advice on foundation problems for major conventional power plant. (American Electric Power Corp.)

43

Hansen, Holley and Biggs, Inc, o4« dd) Advice on causes of failure of large transmtssi,on line tower, Relet'can Electric Power Corp.) ee) Advice on design of water intake structure of nuclear power plants, (Jackson and Moreland, Inc.) Aguirre, Unit No. 1.

Advice on design of world's tallest reinforced concrete building. (C.F. Murphy and Associates). gg) Advice on qualification testing of instrumentation panels far seyeral nuclear power plants. (Mercury Company of Norwood}, hh) Development of design standards for steel dolphins, (U,S.'Nayy),

Advice on cause of and corrective measures for stack vibration prob lems. (Anderson 8 Nichols).

Advice on structural failures'and corrective measures fop extremely large earth-moving equipment. (American Electric Power Service Corp,) kk) Advice on major redesign effort for containment system for a series of nuclear power plants. (American Electric Power Service Corp,)

Advice on design of large fixed and floating dry docks (Crandall Dry Dock Engineers, Inc.)

Membership on Mark III Containment Review Committee, Douglas Point Nuclear Generating Station (Potomac Electric Power Company}, nn) Advice on Structural Engineering Problems, especially related to Nuclear Generating Station (United Engineers and Constructors, Inc. } oo) Advice on structural design of addition to Nuclear Power Plant. (Rochester Gas and Electric Co.)

Advice on wind environment problems around base of buildings in multi«, building development. (Harrison and Abramowitz). qq) Advice and guidance on experimental program on developing missile pro- tective walls. (Reynolds Metal Co. ).

Advice on design and construction of precipitati.on chambers for power plants. (Envirotech Corp.). ss) Advice on design of steel stacks to minimize stack vibration problems, (Airtech Corp.)

Advice on design and construction of large inflated roofs. (Owens- Corning Co.) uu) Investigation of structural failures in electrical substation (H.K. Porter Co.)

43 -5- Hansen, Holley and Biggs, Inc.

vv) Evaluation of earthquake criteria for fossil fuel electric plant in Iran. (Commonwealth Associates).

ww) Participation in licensing process for Sterling Nuclear Unit Ho. 1. (Rochester Gas and Electric Company).

xx) Advice on window wall and structural problems for office building. (Society for Savings). yy) Advice on failures of tempered glass skylights. (Sanders Campbell). zz) Advice on delamination of nuclear power plant containment dome. (Gilbert Associates). aaa) Advice on aspects of the structural design of Patriot EMS System. (Raytheon Co.)

bbb) 'Advice on cause of structural collapse of portion of major cooling Tower. (United Engineers and Constructors). ccc) Advice and guidance on lawsuit concerning alleged damage to nearby building supposedly caused by the construction of an interceptor sewer line . (Metropolitan District Commission, Commonwealth of Massachu- setts). ddd) Advice and guidance on construction of a major hospital. (Lahey Clinic Foundation). eee) Advice and guidance on curtain wall problems on three buildings in Canada. (Oxford Development Group'„-, Ltd). Participation in lawsuit relative to curtain wall problems for three buildings, College Life Insurance Co., Indianapolis. (College Park Corporation). ggg) Participation in review of certain structural performance characteris-': under combat conditions of a new class of destroyer. (Gibbs and Cox)..'ics hhh) Advice on corrections to deficiencies in design of an operating nuclear power electric generation station and participation in public hearings, Trojan plant. (Portland General Electric Company).

Advice on corrections to structural deficiencies of a parking garage. (Zaldastani and Associates).

Advice on design of curtain walls, major office building. (The Beacon Companies). kkk) Advice on ground wind environment re possible major tall building. (The Beacon Companies).

Advice on possible vibration problems associated with rotating machinery in printing plant. (CETRA Co.).

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Hansen. Holley and Biggs, Inc. -6-

'ERSONAL EXPERIENCE In addition to the above, the principals of the two firms have had broad experience in the design of conventional structures. The principals of the firm are Robert J. Hansen, Myle J. Holley, Jr., and John M. Biggs. The educational and professional activities of each are outlined below.

Robert J. Hansen received the B.S. degree from the University of Wash- ington in 1940 and the Sc.D. degree from MIT in 1948. He joined the MIT faculty in 1947 and retired June 30, 1975. While on the faculty he taught many subjects, including "The Practice of Structural Engineering," "Build- ing Systems," and was in charge of the subject "Civil Engineering Laboratory." He participated in and coordinated research in the Structures Division for several years. In addition, from 1964-1967, he served as Deputy Director of Project Transport, an interdepartmental effort at MIT concerned with high-speed ground transportation.

Dr. Hansen is a registered Professional Engineer in the Commonwealth of Massachusetts. He is a member of the American Society of Civil Engineers. He is former chairman of the Committee on Research of the Engineering Mechan- ics Division of the American Society of Civil Engineers, and a former member of the Structural Steel Cormittee of the Welding, Research Council. During the period of 1940-1946 Dr. Hansen worked for Division 2 of the National Defense Research Committee on Armor and Ordnance Problems, his major contribution being in the field of strategic bombing. He is an expert in the field of explosions and their effects on structures and has for some years served as a consultant to various government groups on problems associated with the testing or use of nuclear weapons. He has served as consultant to various industrial groups on structural dynamics problems.

Dr. Hansen served as a member of the "Gaither" panel in the executive office of President Eisenhower during the sumpter and fall of 1957, and on Project Harbor of the National Academy of Sciences in the summer of 1963. He also served as a member of the executive group of the Advisory Committee on Civil Defense of the National Academy of Sciences. In 1974 Dr. Hansen received the Moisseiff Award (with others) from the American Society of Civil Engineers for their papers on the 4th tallest. build- ing in the world, the Standard Oil of Indiana Building in Chicago. In 1975 Dr. Hansen received the Reese Research Prize (with others) from the American Society of Civil Engineers for the paper, "Human Response to Wind-Induced Motion of Buildings."

Myle J. Holley, Jr., received the S.B. and S.M. degrees from MIT in 1939 and 1947 respectively. He joined the MIT faculty in 1946 and retired on Sept. 30, 1974. While on the faculty he taught subjects in structural analysis and design, and supervised structural research projects. The latter included work in the fields of massive reinforced concrete structures, pre- stressed concrete, structural applications of granite, high-strength rein- forced concrete beams, and the performance of thin arch concrete dams. For

Hansen, Holley and Biggs, Inc. w7w several years he was iri charge of the Structural Division of the Civil Engineering Department. A Mr. Holley.is a registered Professional Engineer in the Commonwealth of Massachusetts. He is a member of the American Society of Civil Engineers, American Concrete. Institute, and the American Society for Engineering Edu- cation. He has served on numerous professional committees, including the ASME/ACI Committee on Concrete. Components for Nuclear Containment Structures, ACI 348, Structural Safety, ACI 349, Concrete Nuclear Structures, and 'the Seismic Advisory Committee of B.S.C.E. Section of the American Society of Civil Engineers.

Prior to joining the M. I.T. faculty, Mr." Holley acquired several years experience in the analysis and'esign of heavy machinery. From 1941 to 1946 he was employed by the S. Morgan Smith Co. (now the York, PA. Division of Allis-Chalmers Manufacturing Co.). In their employ he was a principal partici- pant in, the Smith-Putnam Wind Turbine Project, involving the design, construc- tion, and operation of the world's largest aero-electric plant. While employed by the S. Morgan Smith Co., he also was a principal-stress analyst in the desi'gn of a 100,000 HP compressor for a major wind-tunnel facility for NACA, as well as the stress analyst in the design of a large human centrifuge. His responsi- bilities also included the stress and dynamic analysis of large hydraulic tur- bines. In the period from 1947 to 1952 he was employed by Fay, Spofford and Thorndike as a designer, and later as a structural consultant. As such he assisted in the design of numerous structures including a very large aircraft hangar, steam power plant, elevated highways, etc. Since 1952 he has served .as structural consultant to a number of engineering firms, insurance companies, the Commonwealth of Massachusetts, and others.

John M. Biggs received the S.B. degree from M. I.T. in 1941 and the S.M. degree from M. I.T. in 1947. He has been a member of the faculty at'. I.T. since 1947 and currently holds the rank of Professor of Civil Engineering. His activities as a member of the M. I.T. faculty include teaching subjects in struc- tural analysis and design and supervision of structural research. The latter has included work in the fields of wind forces on bridges, vibration of bridges, advanced computer techniques f'r design of structures, the response of struc- tures to the effects of atomic weapons, and response of structures to earth- quakes. He is the author of a widely used textbook on structural dynamics.

Mr. Biggs is a registered Professional Engineer in the Commonwealth of Massachusetts. He is a member of the American Society of Civil Engineers. and was Chairman of its Structural Division in 1970-71. He is former chairman of the Wind Forces Committee and former vice-chairman of the Committee on Struc- tural Dynamics. He has served as a member of the Committee on the Limitations of Bridge Deflections, the Committee on'Electronic Computation, the Committee on Plasticity Related to Design, and the Administrative Committee on Loads and Stress, and others. He has also served on a committee charged with revising the Boston Building Code, and the Advisory Panel on Bridges for the AASHO Road Test and currently the Advisory Committee for the Massachusetts Building Code. He is a member of the'Boston Society of Civil Engineers and was President of the Society in 1965-66. He was the recipient of the Moisseiff and Wellington 4„ Hansen, Holley and Biggs, Inc.

Awards of the ASCE in 1955 and 1960 respectively, and the Fitzgerald Medal of the Boston Society of Civil Engineers in 1953. He received the Engineer- ing News-Record "Construction's Man-of-the-Year" award in 1965. In addition to these academic and professional activities, Mr. Biggs has gained exten~ive experience in practical design and construction. In 1941-42 he was employed by the Curtiss-Ifright Corporation as a structural designer and in 1945-47 by Fay, Spofford and Thorndike of Boston. During the period 1949-54 he was engaged as a consultant on the design of the Boston Central Artery. This experience has been augmented by other consulting activities throughout the past several years. 4

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