ML13135A231
| ML13135A231 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 10/23/2012 |
| From: | ABS Consulting |
| To: | Office of Nuclear Reactor Regulation, FirstEnergy Nuclear Operating Co |
| Shared Package | |
| ML131350549 | List:
|
| References | |
| L-13-118, TAC MF0092, TAC MF0093, TAC MF0116, TAC MF0159 | |
| Download: ML13135A231 (37) | |
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279 Dorchester Rd, Akron Ohio 44313 Phone 234-678-8262 E-mail jreddman@aol.com JOHNE. REDDINGTON Workexperience January 2OO7 to present: Principal Consultant, Probabilistic Risk Analysis: Lead fire PRA for the Davis-Besse fire PRA, including contractor oversight and coordination; specialization in H RA, including operations interface, model integration, dependency analysis and PWROG HRA Subcommittee; fire PRA peer reviews; currently technical lead for seismic PRA for FENOC fleet; mentor to junior and co-op engineers. August 2oo4-January 2oo7: Principal Programs Engineer, Fleet office Akron, OH: responsible for the fire protection program for the FENOC fleet August 2oo3 to August 2oo4: Davis-Besse Nuclear Station Oak Harbor, OH Training Manager: Responsible for direction and implementation of site's accredited training programs. Heavily involved with high intensity training required to get Davis-Besse back on line following a two year outage replacing the reactor head. January 2oo1 to August 2oo3 : Davis-Besse Nuclear Station Oak Harbor, OH Supervisor Quality Assurance Oversight for Maintenance: Responsible for value added assessments based on performance as well as compliance. Ensure industry best practices are used as standards for performance in maintenance, outage planning, and scheduling. Lg96 to January 2oo1, Superintendent Mechanical Maintenance Manage the short and long term direction of the Mechanical and Services Maintenance Departments. Responsible for Bo to 90 person department with a budget between 7 and 15 million dollars a year. Direct the planning, engineering, and field maintenance activities. Direct oversight of outage preparations and implementation. One year assignment working wittl Technical Skills Training preparing for accreditation. A-2
L993 - tgg6 Shift Manager Act as the on-shift representative of the Plant Manager. Responsible for providing continuous management support for all Station activities to ensure safe and efficient plant operation. Establish short term objectives for plant control and provide recommendations to the Shift Supervisor. Monitor core reactivity and thermal hydraulic performance, containment isolation capabilrty, and plant radiological conditions during transients and advise the operating crew on the actions required to maintain adequate shutdown margin, core cooling capability, and minimize radiological releases. LggL - L993 Senior System and Maintenance Engineer Provide Operations with system specific technical expertise. Responsible for maintaining and optimizing the extraction steam and feedwater heaters, the fuel handling equipment and all station cranes. Acted as Fuel Handling Director during refueling outages. Responsibilities Included maintaining the safe and analyzed core configuration, directing operation personnel on fuel moves, directing maintenance personnel on equipment repair and preventative maintenance. 1986 - LggL Senior Design Engineer and Senior Reactor Operator student Activities included modification design work and plant representative on the Seismic Qualification Utilities Group and the Seismic Issues subcommittee. Licensed as a Senior Reactor Operator following extensive classroom, simulator, shift training, and Nuclear Regulatory Commission examination. L9B4-1986 Sargent & Lundy Engineers Chicago, IL Senior Starctrral Engineer Responsible for a design team of engineers for the steel design and layout to support the addition of three baghouses on a coal fired plant in Texas. Investigated and prepared both remedial and long term solutions to structural problems associated with a hot side precipitator. r98o - rg&4 Structrral Engineer Responsible for steel and concrete design and analysis for taSalle and Fermi Nuclear Power plants. Performed vibrational load and stability analysis for numerous piping systems. Member of the on-site team of engineers responsible for timely in-place modifications to the plant structure at LaSalle. l979 - r98o Wagner Martin Mechanical Contractors Richmond, IN Engineer/ Proj ect M anager Responsible for sprinHer system design through approval by appropriate undenffiiter. Estimator and Project Manager on numerous mechanical projects up to r.8 million dollars. A-3
Education Pnofessional memberships Other L975 - 1979 Purdue Universitv West Lafayette, IN Bachelor of Science in Civil Engineering 1990- L995 University of Cincinnati Cincinnati, OH Master of Science in Nuclear Engineering Professional Engineer, State of Illinois, L9B4 Professional Engineer, State of Ohio, 1986 Senior Reactor Operator, Davis-Besse Nuclear Power Plant, L99o. Qualified Lead Auditor, 2oo3 SQUG qualified rgBZ Committee Chairman, Young Life Toledo Southside, Lake Erie West Region Sunday School Teacher-College age young people.
ABSGonsulting AN ABS GROUP COMPANY DONALD J. WAKEFIELD DONALD J. WAKEFIELD PROFESSIONAL HISTORY ABSG Consulting Inc., Irvine, California Senior Consultant, Operational Risk and Performance Consulting,2000-Present E QE International, Senior Consulta nt, 1997 -2000 PLG, Inc., Irvine, California, Senior Consultant, 1983-1997 AJgno Energy Seruices, Associate,1981,-1983 Gener al Atomic Comp any, Enginee r, 197 4-198'1. PROFESSIONAL
SUMMARY
Mr. Donald J. Wakefield has more than 30 years experience in all phases of the risk analysis of nuclear power plants and other complex facilities, includirg human reliability analysis. He has served as principal investigator and project manager for the risk assessment of several nuclear plants in the United States and the Far East. He served as a key risk analyst on assessments of a floating, production, offloading and storage facility (FPSO),
- oil tanker, and for the handling of abandoned chemical weapons in China. Mr. Wakefield is also Project Manager for the development of ABS Consulting's RISKMAN@ software for risk assessment applications. He is now serving as the Chairman of the Low Power and Shutdown PRA Standard Writing Group (ANS 58.22) and serves on the ASME's Committee on Nuclear Risk Management (CNRM) and ANS's RISC Committee.
PROFESSIONAL EXPERIENCE In late 2A06, Mr. Wakefield became the writing group chairman for the ANS PRA standard for Low Power and Shutdown Events (ANS-58.22). This standard is still in development. Mr. Wakefield has also been active recently in the modeling of shutdown events. He recently performed a review of the Seabrook Station, all power modes PRA model. He recently performed a Level 2 analysis for shutdown events of the KKG plant in Switzerland. These efforts are in addition to his past Level L shutdown studies for HIFAR in Austr aha, Takahama-3 / 4, and for other plants in Japan. Mr. Wakefield recently served as the principle investigator for a fire risk analysis of the Watts Bar unit 2 plant to satisfy its FIVE licensing requirement. This study was performed using CAFTA. A-5
ABSGonsulting AN ABS GROUP COMPANY DONALD J. WAKEFIELD Mr. Wakefield has also performed human reliability analysis for nuclear plants. He served as task leader for the human factors analysis of the Three Mile Island (TMD Unit L PSA. Performed the original human factors analysis for the PSA and thery nearly 20 years later, worked with the plant safety staff to update the analysis using the EPRI HRA Calculator. More recently, Mr. Wakefield served as an independent reviewer for the South Texas Project upgrade to the latest EPRI HRA Calculator, and for a similar review effort for PG&E. Mr. Wakefield was co-author of the Electric Power Research Institute (EPRI) report on the SHARP-L approach to HRA analyses for PSAs. Mr. Wakefield served as principal investigator for the Beaver Valley Units 1, eind 2 PSA performed to satisfy U.S. Nuclear Regulatory Commission (USNRC) IPE and IPE for external event (IPEEE) requirements. Mr. Wakefield also provided expertise in developing and analyzrng the Sequoyah and WatLs Bar PSA plant models to satisfy the individual plant examination (IPE). Mr. Wakefield served as project manager for the Salem PSA update and as technical consultant for a PSA of the new production (i.e., weapons materials) modular gas-cooled reactor. Mr. Wakefield was a key contributor to accident sequence modeling, including human factors analysis, and seismic analysis for the Diablo Canyon PSA. Mr. Wakefield served as principal investigator in charge of extending a fault tree linking PSA plant model for a pressurized water reactor in the Far East to accommodate the assessment of plant internal fires and seismic events. Mr. Wakefield served as consultant speciabzing in accident sequence modeling and plant systems analysis for probabilistic safety assessments (PSA). Recently, he served as technical advisor and sequence model architect for a risk assessment model for the excavation and disposal of abandoned chemical weapons in China. The study considered weapon handling errors, plant fires and weapon explosions there from. This assessment looked at all initiating events and the sequence development extended to payouts resulting from worker and population exposures, building and equipment losses and from environmental cleanup costs. Mr. Wakefield served as the technical lead and coordinated inputs from the Knoxville, San Antonio, and Irvine offices for use by the ABS Tokyo office. Mr. Wakefield served as senior analyst for the development of a QRA model for a Floating, Productioru offloading and Storage (FPSO) facility hypothetically located in the Gulf of Mexico. This model, funded internally by ABS, looked at risk to the workers from pool fires and jet fires and environmental damage from potential oil spills. Also, in 1995, he performed risk assessment portion of an explosion analysis for the Agbami FPSO owned by Star Deep Water Petroleum Limited, and one for the GX Platform owned by Exxon Mobil for Mustang Engineering. He also served as advisor for the PSA of a new, double-hulled oil tanker. Mr. Wakefield developed the CAFTA-based accident sequence model for a seismic margins assessment for the ACR-700 design for AECL. A-6
ABSGonsulting AN ABS GBOUP COMPANY DONALD J. WAKEFIELD Mr. Wakefield served as instructor for numerous PSA courses and provided extensive utility training sessions both in the U.S. and abroad. He served as course instructor to the US Nuclear Regulatory Commission for the risk assessment of external events and to describe the large event tree approach to sequence modeling. Mr. Wakefield provides technical direction and project management for the development of ABS Consulting's RISKMAN@ PSA software and administers the RISKMAN@ Technology Group (a utility users' group). This user's group, now in its eighteenth year, funds the maintenance and development of RISKMAN@ upgrades. Mr. Wakefield provides the interface between the user's group members, and the RISKMAN@ development team. Mr. Wakefield was a substantial contributor to a 5-year high temperature gas-cooled reactor (HTGR) risk assessment study. He developed numerous improvements to severe accident consequence computer programs for the HTGR. Quantified uncertainties in severe accident source terms and dose assessment for the HTGR, the first such assessment ever accomplished for any reactor type. Developed a procedure for prionltzing HTGR safety research programs using PSA and formulated an initial set of research reconunendations. Prepared test specifications to implement research reconunendations. Mr. Wakefield has authored numerous scientific papers on the subject of probabilistic risk assessment methods including such topics as importance measures, comparison between event tree and fault tree linking, and human reliability analysis techniques. EDUCATION M.S., Nuclear Engineering, University of Califomia, Berketey,l974 B.S., Engineering Mathematics, University of California, Berkel ey, 1973, with highest honors MEMBERSHIPSLICENSES AND HONORS American Nuclear Society Phi Beta Kappa, National Scholastic Honor Society Tau Beta Pi, National Engineering Honor Society Regents Fellowship, University of California, 1974 Department of Engineering Certificate Awar d,'1.973 SELECTED PUBLICATIONS Wakefield,D.I., and Y. Xiong, "Importance Measures Computed in RISKMANo for Windows," PSAM 5, Sth Internationnl Conference on Probabilistic Safety Assessment and Management, November 2000. ]ohnson, D. H., D. I. Wakefield, and R. Cameron, "lJse of PSA in Risk Management at a Research Reactor," presented at the American Nuclear Society, International Topical Meeting on Probahilistic Safety Assessment (PSA'99), Washington, D.C., August22-25,1999. Quilici, M., W. T. Loh, and D. l. Wakefield, "IPEEE Reports Survey," prepared for Computer Softtoare Deaelopntent Co., Ltd., Tokyo, lapnn, PLG-1194, March 1998. A-7
ABSGonsulting AN ABS GROUP COMPANY DONALD J. WAKEFIELD Wakefield, D. I., "PSA and RISKMAN@ Software Training Course," presented to Tennessee V alley Authority, N etop or t B e ach, California, PLG-LI 95, February 2-6, 1998. Wakefield, D. ]., and D. H. johnson, "A Level L+ Probabilistic Safety Assessment of the High Flux Australian Reactor," prepared for Department of Industry, Science and Tourism, Canberra, Austr alia, PLG-1200, ]anu ary 1998. Wakefield, D. J., and D. H. johnsory "summary Report - A Level L+ Probabilistic Safety Assessment of the High Flux Australian Reactor," prepared for Department of Industry, Science and Tourism, Cnnberra, Australia, PLG-1201, January 1998. Wakefield, D. j., and D. H. Johnson, "Technical Summary Report - A Level 1+ Probabilistic Safety Assessment of the High Flux Australian Reactor," prepared for Department of Industry, S cience an d T ouri sm, Canberr n, Au str slia, PLG-1202, I anuary 1998. Wakefield, D. I., M. A. Emerson, K. N. Fleming, and S. A. Epstein, "RISKMAN@ A System for PSA," Proceedirgr, Probabilistic Safety Assessment Internntional Topical Meeting, Cleantrater,
- Florida, pp. 722-7 29, J anuary 1993.
Wakefield, D. I., R. K. Deremer, and K. N. Fleming, "Accident Management Insights Obtained During the Beaver Valley Unit 2 Individual Plant Examination Procesg " Proceedings, Probabilistic Safety Assessment lnternational Topical Meeting, Clearrttater, Florida, pp.1'049-L053, january 1993. Contributing Author t o : "sequoyah Nuclear Plant Unit 1 Probabilistic Risk Assessment Individual Plant Examination," PLG, Inc., prepared for Tennesree Valley Authorih1,1992. "Watts Bar Nuclear Plant Unit 1 Probabilistic Risk Assessment Individual Plant Examination'," PLG, Inc., prepared for Tennessee Valley Authorit11,1992. Wakefield, D.J. and S.A. Nass, "Application of RISKMAN 2.0 to the Beaver Valley Power Station IPE," Probabilistic Snfety Assessrnent and Management Conference, Beaerly Hills, California, February 1991,. Read, I.W., and D.l. Wakefield, "Diesel Generator Technical Specification Study for Indian Point 3," PLG,Inc., prepared for Nezu York Potuer Authority, PLG-0690, December L989. Wakefield, D.I., K.N. Fleming, et al., "Beaver Valley Unit 2Probabilistic Risk Assessment," PLG, Inc., prepared for Duquesne Light Company, December 1989. Wakefield, D.J., H.F. Perla, D.C. Bley, and B.D. Smith, "Enhanced Seismic Risk Assessment of the Diablo Canyon Power Plant," Transactions of the Tenth International Conference on Structural Mechanics in Reactor Technology, Los Angeles, August 1989. Wakefield,D]., H.F. Perla, et al., "seismic and Fire Probabilistic Risk Assessment for a Typical japanese Planf" PLG, Inc., prepared for Mitsubishi Atomic Pozuer Industries, Inc., February 1988. Wakefield, D.J., "Three Mile Island Unit L Probabilistic Risk Assessment," PLG, Inc., prepared for GPU Nuclear Corporatiotr, November 1987.
ABSGonsulting AN ABS GBOUP COMPANY DONALD J. WAKEFIELD Wakefield, D.1., and C.D. Adams, "Quantification of Dynamic Humu:t Errors in the TMI-1 PRA," International Topical Conference on Probabilistic Safety Assessment and Risk Management, Zutrch, Switzerland, Septemb er 1987. Fray, R.R., B.D. Smith, R.G. Berger, M.L. Miller, H.F. Perla, D.C. Bley, D.]. Wakefield, and l.C. Lirt, "Probabilistic Risk Assessment for Pacific Gas and Electric Company's Diablo Canyon Power Plant," presented at the International Conference on Radiation Dosimetry and Safety, Taipei, Taittran, March 1987. Wakefield, D.I., A. Singh, et al., "systematic Human Action Reliability Procedures (SHARP) Enhancement Projecf SHARP1 Methodology Repor!" PLG, Inc., prepared for Electric Poztter Re search Institute, 1987. Wakefield, D.I., "Salem Nuclear Generating Station Reliability and Safety Management Program: Baseline Safety Assessment," PLG, Inc., prepared for Public Seraice Electric and Gas Company,Iuly 1986. Wakefield, D.1., "PRA Procedures for Dependent Events Analysis, Volume II, Systems Level Analysis," PLG,Inc., prepared tor Electric Poruer Research Institufe, December 1985. PLG, Inc., "Application of PRA Methods to the Systems Interaction Issue," prepared for Electric P out er Re se ar ch ln s titute, PLG-0284, April 198 4. Wakefield, D.I., D.C. Iden, and G. Paras, "Oyster Creek Conceptual HPCI System Risk Reduction Study," prepared for GPUNuclear Corporation,PLG,Inc., PLG-0308, December L983. Wakefield, D.1., R.K. Deremer, et al., "Probabilistic Risk Assessment and Systems Interaction Analysis Reference Manual," Cygna Energy Services Report to Texas Utilities, October 1982. Wakefield, D.1., and D. Ligor; "Quantification of Uncertainties in Risk Assessment Using the STADIC Code," Internationnl Anrcrican Nuclear Society/European Nuclear Society Topical Meeting on Probabilistic Risk Assessment, Port Chestur, Nezp York, September 20-24,1981. Fleming, K.N., D.j. Wakefield, et al., "HTGR Accident Initiation and Progression Analyses Phase II Risk Assessment," t-lnited States Depnrtment of Energy Report, GA-A15000, UC-77, April 1978 A-9
ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI, P.E. PROFESSIONAL HISTORY ABSG Consulting Inc,, Oakland, California Senior Consult ant, 2004-Present Technical Manag er, 200'1.-2004 EQE International, Principal Engine er, 1990-2001 TENERA L.P, Berkeley, California, Project Mana ger, 1982-1990 PROFES S IONAL EXPERIENCE Mr. Beigi has more than 29 years of professional structural and civil engineering experience. As a Senior Consultant for ABS Consulting, Mr. Beigi provides project management and structural engineering services, primarily for seismic evaluation projects. He has extensive experience in the areas of seismic evaluation of structures, equipment, piping, seismic criteria development, and structural analysis and design. Selected project accomplishments include the following: Most recently, Mr. Beigi has been involved in perfor*i^g seismic fuagplity analysis of equipment and structures at Gosgen Nuclear Power Plant in Switzerland, Lungmen Nuclear Power Plant in Taiwan, Oconee Nuclear station in U.S., Point Lepreau Nuclear Plant in Canada, Beznau Nuclear Power Plant in Switzerland, Olkiluoto Nuclear Power Plant in Finland, and Neckarwestheim Nuclear Power Station in Germany. o Provided new MOV seismic qualification (weak link) reports, for North Anna, Surry and Kewaunee nuclear plants to maximize the valve structural thrust capacity by eliminating conservatisms found in existing qualification reports and previously used criteria. o At Salem Nuclear Power Plant Mr. Beigi developed design verification criteria for seismic adequacy of HVAC duct systems. He also performed field verification of as-installed HVAC systems and provided engineering evaluations documenting seismic adequacy of these systems, which included dynamic analyses of selected worst-case bounding samples. Mr. Beigi has participated in several piping adequacy verification programs for nuclear power plants. At Watts Bar and Bellefonte Nuclear Plants, he was involved in the development of walkdown and evaluation criteria for seismic evaluation of small bore piping and participated in plant walkdowns and performed piping stress analyses. At Oconee Nuclear Station, Mr. Beigi was involved in developing screening and evaluation criteria for seismic adequacy verification of service water piping system and performed walkdown evaluations, as well as, piping stress analyses. At Browns Ferry Nuclear Plant, Mr. Beigi was involved in the assessment of seismic interaction evaluation program for large and small bore piping systems. A-10
ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI, P.E. Mr. Beigi performed a study for the structural adequacy of bridge cranes at DOE's Paducah Gaseous Diffusion Plant utilizing Drain-2DX non-linear structural program. The study focused on the vulnerabilities of these cranes as demonstrated in the past earthquakes. o Mr. Beigi has generated simplified models of structures for facilities at Los Alamos National Lab and Cooper Nuclear Station for use in development of building response spectra considering the effects of soil-structure-interactions. Mr. Beigi has participated as a Seismic Capabitity Engineer in resolution of the US NRC's Unresolved Safety Issue A-46 (i."., Seismic Qualification of Equipment) and has performed Seismic Margin Assessment at the Browns Ferry Nuclear Power Plant (TVA), Oconee Nuclear Plant (Duke Power Co.), Duane Arnold Energy Center (Iowa Electric Company), Calvert Cliffs Nuclear Power Plant (Baltimore Gas and Electric), Robinson Nuclear Power Plant (Carolina Power & LighQ, and Bruce Power Plant (British Energy - Ontario, Canada). He has performed extensive fragility studies of the equipment and components in the switchyard at the Oconee Nuclear Power Plant. Mr. Beigi has developed standards for design of distributive systems to be utilized in the new generation of Light Water Reactor (LWR) power plants. These standards are based on the seismic experience database, testing results, and analytical methods. Mr. Beigi managed EQE's on-site office at the Tennessee Valley Authority Watts Bar Nuclear Power Plant. His responsibilities included staff supervision and technical oversight for closure of seismic systems interaction issues in support of the Watts Bar start-up schedule. Interaction issues that related to qualification for Category I piping systems and other plant features included seismic and thermal proximity issues, structural failure and falling of non-seismic Category I commodities, flexibility of piping systems crossing between adjacent building structures, and seismic-induced spray and flooding concems. Mr. Beigi utilized seismic experience data coupled with analytical methods to address these seismic issues. As a principal engineer, Mr. Beigi conducted the seismic qualification of electrical raceway supports at the Watts Bar Plant. The qualification method involved in-plant walkdown screening evaluations and bounding analysis of critical case samples. The acceptance criteria for the bounding analyses utilized ductility-based criteria to ensure consistent design margins. Mr. Beigi also provided conceptual design modifications and assisted in the assessment of the constructability of these modifications. Mr. Beigi utilized similar methods for qualification of HVAC ducts and supports at Watts Bar, and assisted criteria and procedures development for HVAC ducting, cable trays, conduit and supports at the TVA Bellefonte nuclear power plant. Mr. Beigi also has extensive experience utili zng finite element computer codes in perfor*i^g design and analysis of heavy industrial strucfures, systems, and components. At the Texas Utility Comanche Peak Nuclear Power Plant, Mr. Beigi administered and scheduled individuals to execute design reviews of cable tray supports; evaluated generic design criteria for the design and construction of nuclear power plant systems and components and authored engineering evaluations documenting these reviews. A-11
ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI. P.E. Mr. Beigi has also been involved in a number of seismic risk assessment and equipment strengthening programs for high tech industry, biotech industry, petrochemical plants and refineries, and industrial facilities. Selected project accomplishments include: Most recently performed Seismic Qualification of Critical Equipment for the Standby Diesel Power Plants Serving Fort Greely, and Clear Air Force Station, Alaska. Projects also included design of seismic restraints for the equipment and design of seismic supports for conduit, cable tray, duct, and piping systems. Both facilities are designated by the Department of Defense as a Seismic User Group Four (SUG-IV) facitity. Seismic qualification of equipment and interconnections (conduit, duct and piping) involved a combination of stress computations, compilation of shake table data and the application of experience data from past earthquakes. Substantial cost savings were achieved by maximum application of the experience data procedures for seismic qualification. Assessment of earthquake risk for Genentech, Inc., in South San Francisco, CA. The risk assessments included damage to building strucfures and their contents, damage to regional utilities required for Genentech operation, and estimates of the period of business interruption following a major earthquake. Provided reconunendations for building or equipment upgrades or emergency procedures, with comparisons of the cost benefit of the risk reduction versus the cost of implementing the upgrade. Project included identification of equipment and piping systems that were vulnerable under seismic loading and design of retrofit for those components, as well as, providing construction management for installation phase of the project. Fault-tree model and analysis of critical utility systems serving Space Systems f Loral, a satellite production facility, i. Palo Alto, CA. Seismic evaluation and design of retrofits for equipment, tools and process pipin B, as well as, clean room ceilings and raised floors at UMC FABs in Taiwan. For LDS Church headquartered in Utah, performed seismic vulnerability assessment and ranked over 1,,200 buildings of miscellaneous construction Wpes for the purpose of retrofit priorTttzation. Seismic evaluation and design of retrofits for clean room ceilings at Intel facilities in Hillsborough, Oregon. Assessment of programmable logic controls as part of year 2000 (Y2K) turn over evaluation at an automatic canning facility in Stanislaus, ca. Seismic evaluation and design of retrofits for equipment and steel storage tanks at the Colgate-Palmolive plant in Cali, Colombia. Design of seismic anchorage for equipment and fiberglass tanks at the AMP facilities in Shizouka,lapan. Evaluation and design of seismic retrofits for heavy equipment, and piping systems at Raychem facilities in Redwood City and Menlo Park, CA. Assessment of the seismic adequacy of equipment, structures and storage tanks at the Borden Chemical Plant in Fremont, CA. A.T2
ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI. P.E. o Design of seismic bracing for fire protection and chilled water pipitg systems at the Goldman Sachs facilities in Tokyo, Japan. Design of seismic retrofits for low rise concrete and steel buildings and design of equipment strengthening schemes at AVON Products Co. in ]apan. Managed the design and construction of seismic retrofits for production equipment and storage tanks at Coca Cola Co. in ]apan. Seismic evaluation and design of retrofit for equipment piping and structures at the UDS AVON Refinery located in Richmond, CA. Seismic assessment and peer review of the IBM Plaza Building, a31. story high rise buildi^g located in the Philippines. Seismic evaluation and conceptual retrofit design for the headquarters building of the San Francisco Fire Department. o Equipment strengthening and detailed retrofit design for the Bank of America Builditg i^ San Francisco. Equipment strengthening and detailed retrofit design for Sutro Tower in San Francisco. Equipment strengthening and detailed retrofit design for Pacific Gas & Electric (PG&E) substations in the San Francisco area. Seismic evaluations and loss estimates (damage and business interruption) for numerous facilities in lapan, including Baxter Pharmaceuticals, NCR ]apan Ltd., and Somar Corporation. Seismic evaluation of concrete and steel buildings at St. Joseph Hospital in Stockton, Ca, in accordance with the guidelines provided in FEM A178. EDUCATION 8.S., Civil Engineering, San Francisco State University, San Francisco, CA, 1982 REGISTRATION Professional Engineer: California Seismic Qualification Utilities Group Certified Seismic Capability Engineer Training on Near Term Task Force Recommendation 2.3 - Plant Seismic Walkdowns AFFILIATIONS American Society of Civil Engineers, Professional Member SELECTED PUBTICATIONS M. Richner, Sener Tinic, M. Ravindra, R. Campbell, F. Beigi, and A. Asfura, "Insights Gained from the Beznau Seismic PSA Including Level 2 Considerations," American Nuclear Society PSA 2008, Knoxville, Tennessee. A-13
ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI, U. Klapp, F.R. Beigi, W. Tong, A. Strohm, and W. Schwarz,,,Seismic PSA of Neckarwestheim 1 Nuclear Power Plant," 19th International Conference on Structural Mechanics in Reactor Technology (SMIRT 19), Toranto, Canada, August 12-17,2007. A. P. Asfura, F.R. Beigi and B. N. Sumodobila. 2003. "Dynamic Analysis of Large Steel Tanks." 17th International Conference on Structural Mechanics in Reactor Technology (SMIRT ln, Prague, Czech Republic, August 17-22,2003. "seismic Evaluation Guidelines for HVAC Duct and Damper Systems," April 2003. EPRI Technical Report n07896. Published by the Electric Power Research Institute. Arros, I, and Beigi, F., "seismic Design of HVAC Ducts based on Experienced Data." Current Issues Related to Nuclear Plant Structures, Equipment and Piping, proc. Of the 6th Symposium, Florida, Decemb er 1996. Publ. by North Carolina State University, 1996. F.R. Beigi and I. O. Dizon. 1995. "Application of Seismic Experience Based Criteria for Safety Related HVAC Duct System Evaluation." Fifth DOE Natural Phenomenon Hazards Mitigation Symposium. Denver, Colorado, Novemb er 13-1,4, 1995. F.R. Beigi and Don R. Denton. 1995. "Evaluation of Bridge Cranes Using Earthquake Experience Data." Presented at Fifth DOE Natural Phenomenon Hazards Mitigation Symposium. Denver, Colorado, November 13-'1,4, 1,995. A-14
ABSGonsulting AN ABS GROUP COMPANY EDDIE M. GUERRA, E.I.T. PROFESSIONAL HISTORY ABSG Consulting Inc,, Contractor, Presently Pqul C. Rizzo Associates,Inc,, Pittsburgh, PA, Assistant Project Engineering Associate, Presently Thornton Tomasetti, Inc., Philadelphia, PA, Structural Engineer Interry ]anuary 2009-june 2009 Skanska USA,, Inc., San Juan, Puerto Rico, Civil Engineering Intern, May 2008-July 2008 Nettuork for Earthquake Engineering Simulation, Bethlehem, PA, Research Assistant Muy 2007-Iuly 2007 PROFESSIONAL
SUMMARY
Mr. Eddie M. Guerra, E.I.T. is an Assistant Project Engineering Associate with Paul C. Rizzo Associates, Inc. (RIZZO). Mr. Guerra has been involved primarily in the structural design and analysis of power generation strucfures in both nuclear and wind energy sectors. Mr. Guerra specializes in strucfural dynamics, Performance Based Seismic Design methodologies and elastic and inelastic behavior of concrete and steel strucfures. He is fluent in both English and Spanish. PROFESSIONAL EXPERIENCE Nuclear: AP1000 HVAC Duct System Seismic Qualification - October 2010 - Present SSM/ Westinghouse Electric Compan/, Pittsburgh, Pennsylvania: Engineer for the seismic qualification of AP1000 HVAC Duct System. Structural dynamic analysis of all mayor steel platforms inside steel containment vessel. Investigation on the interaction of steel vessel and HVAC system displacements due to normal operational and severe thermal effects. Finite element modeling of HVAC access doors under static equivalent seismic loads. Followed AISC, ASCE and SMACNA standards for the qualification of steel duct supports. A-15
ABSGonsulting AN ABS GROUP COMPANY EDDIE M. GUERRA. E.I.T. Wind: Analysis and Design Reaision of Wind Turbine Touter - October 2010 - February 2011 Siemens, Santa Isabel, Puerto Rico: Engineer for the analysis and design revision of a wind turbine tower to be constructed in Santa Isabel, Puerto Rico. Developed design criteria based on local building code requirements and the International Electrotechnical Commission (IEC) provisions for wind turbine design. Dynamic analysis of wind turbine. Design revision of turbine tower shell, bolted flange connections and global stability of the tower. EDUCATION M. Eng., Structural Engineering, Lehigh University, Bethlehem, PA - Muy 2010 8.S., Civil Engineering, University of Puerto Rico, Mayaguez, PR - Dec. 2008 SKILL AREAS Structural Analysis Seismic Design Reinforced Concrete Design Structural Steel Design Wind Aerodynamics Wind Turbine Design Plastic Steel Design Foundation Design COMPUTER SKILLS STAAD, ANSYS, AutoCAD, ADAPT, SAP2000, RAM, MATHCAD, PCA Column, MS Office REGISTRATIONS Engineer-In-Training: Puerto Rico - 2009 MEMBERSHIPS American Society of Civil Engineers (ASCE) American Concrete Institute (ACI) Network for Earthquake and Engineering Simulation (NEES) U.S. Dept. of Labor (OSHA) Society of Hispanic Professional Engineers (SHPE) A-r6
ABSConsulting AN ABS GROUP COMPANY EDDIE M. GUERRA. E.I.T. HONORS AND AWARDS 201,0 Recipient of the Thornton Tomasetti Foundation Scholarship Golden Key International Honor Society Tau Beta Pi Engineering Honor Society University of Puerto Rico at Mayaguez Dean s List PUBLICATIONS Guerra, Eddie M., "Impact Analysis of a Self-Centered Steel Concentrically Braced Frame," NEES Consortium, May - I.rly 2007. A-T7
ABSGonsulting AN ABS GROUP COMPANY ADAM HELFFRICH, E.I.T. PROFESSIONAL HISTORY ABSG Consulting Inc., Contractor, Presently Pnul C. Rizzo Associntes, Inc., Pittsburgh, PA, Assistant Project Engineer,2009-Present Penn DOT, Clearfield, PA, Interry Muy 2008-August 2008 TNS, Indiana, PA, Surveyor/ April 2007-Aupst 2007 Shaler Area School District, Glenshaw, PA, Maintenance, Muy 2005-August 2406 PROFESSIONAL
SUMMARY
Mr. Adam Helffrich joins Paul C. Rizzo Associates, Inc. (RIZZO) as a Project Engineering Associate. He recently received his Bachelor of Science in Civil Engineering from the University of Pittsburgh. Prior to graduating, Mr. Helffrich was an Engineering Intem with RIZZO. PROFESSIONAL EXPERIENCE IIAE Site A (Alternate) NPP Site Selection/Site Characterizatiory'PsAR and EIA ENEC/KEPCO EtC, United Arab Emirates: May 2009-August 2009 RIZZO prepared the site investigation and submittal of a PSAR and ER to the Regulatory Authority Ior the siting of Nuclear Power Plants (technology to be decided). Mr. Helffrich developed and reviewed boring logs for both sites; constructed drawitgt of cross sections for a site; and performed several checks and modifications to figures and slides for presentation purposes. Cqktert Cliffs NPP Unit 3 - UniStar, Calztert County, Maryland: Moy 2009 - August 2009 Mr. Helffrich was responsible for cutting several cross sections of the sub surface for analysis Purposes. A-18
ABSGonsulting AN ABS GROUP COMPANY ADAM HELFFRICH,E.I.T. PREVIOUS EXPERIENCE P enn DOT - Clearfield, P ennsyla ania: Moy 2008 - August 2008 Intern: Conducted STAMPP program for roadway safety; Worked independently and unsupervised through several counties; Studied technical diagrams of roadways and foundations; and Applied gathered knowledge in roadway safety reports. fNS - Indiana, Pennsyhtania: April2007 - August 2007 Surveyor: Conducted Research surveys and polls for various clients Shaler Area School District - Glenshana, Pennsylaania: Moy 2005 - August 2006 Maintenance: Light Construction/ Building Maintenance Janitorial EDUCATION 3-2 Pre-Engineer Program, Indiana University of Pennsylvania, Indiana, PA, Graduated 2008 COMPUTER SKILLS C**, Mathematica, AutoCAD A-19
Resume of Mohammed F. Alvi, P.E.
SUMMARY
Thirty-three years of experience as an engineering professional (27 years in nuclear) Professional Engineer, registered in the State of New York, USA Completed the Boiling Water Reactor (BWR) Plant Certification Course for Nine Mile Point Unit-lNuclear Station Experience as a Structural Design Engineer, Engineering Supervisor for StructuralAvlechanical Design and Plant Support Engineering, Manager MechanicaVStructural Design and Project Manager Innovative and resourceful engineer with problem solving skills Excellent leadership skills with proven record Excellent analytical, design, decision making, communication, organizational, and interpersonal skills Proficient in computer skills EXPERIENCE: June 2012 - Present March 2008 - May 2012 First Energy Nuclear Operating Company Senior Consulting Engineer Project Manager for Seismic Probabilistic Risk Assessment (SPRA) Project. Responsibilities include vendor oversight for 50.54(0 Letter Seismic 2.1 and2.3 as well as technical overview of the SPRA project. Bntergy Nuclear Operations James A. Fitzpatrick Nuclear Power Plant Oswego, New York Supervisor, MechanicaUCivil Design Engineering Responsible for supervising a group of 10 mechanical/civil/structural engineers at the James A. Fitzpatrick Nuclear Plant. Responsibilities included issuing plant modifications, evaluations, engineering changes, equivalency changes, supporting refueling and forced outages, acted as engineering duty manager, identified training needs, participated in the daily fleet telephone calls, resolved operability issues related to degraded conditions, assisted in resolving plant emergent issues, responded to US Nuclear Regulatory Commission (NRC) Resident questions, supported emergency response organization duties, etc. Oversight of construction activities, owner acceptance of AIE Consulting Firm design. Performed duties of acting design engineering manager, trained staff on technical/administrative skills, etc. Public Service Electricity & Gas (PSEG) Nuclear February 2OO7 - A-20
February 2008 1988 - Oct. 2006 Hope Creek Nuclear Generating Station Branch Manager, MechanicaUStructural Design Responsible for managing a staff of 8 Mechanical/Structural engineers at Hope Creek Nuclear Generating Station. Responsibilities included analysis, design of Structures, Systems, Components, resolving operability issues, preparing design change packages, evaluating non-conforming conditions, addressing short and long term issues for the station, supporting outages, address training needs of the group, participate in Plant Health Committee, interface with resident NRC inspectors, etc. I was also responsible for performing the duties as the site reviewer of all Structural/IVlechanical related license renewal documents being prepared by the License Renewal Group. I was implementing the Hope Creek primary containment (Drywell and Torus) ageing management program to support the license renewal process. I was also assisting in the implementation of FatiguePro software at Hope Creek. Nine Mile Point Nuclear Station (Constellation Nuclear) Oswego, New York Engineering Supervisor/Principal Engineer Responsible for analysis, design and maintenance of various nuclear power plant structures at Nine Mile Point Nuclear Station Units l & 2. Analysis includes design of reactor building superstructure, turbine building superstructure, yard structures, masonry wall design, piping analysis and supports for safety related systems, cable tray supports and various electrical and mechanical components supports, etc. Supervised a group of 10 engineers/designers, coordinated projects with site engineering consultants, performed engineering evaluations and cost benefit studies for various projects for an economical design. As one of the leaders of the engineering organtzation,I directed and supervised individuals technically and administratively to make sure the job is done correctly the first time and per schedule. I had the decision making authority for all structural engineering issues at the station. License Renewal: I was also the Manager for Fatigue Monitoring Program for Nine Mile Point Nuclear Station, Units 1 & 2. I was involved in setting up the software "FatiguePro" at the station for a cost of $500K. This was in commitment to the Nuclear Regulatory Commission as part of License Renewal program for NMP station. This program included identifying the various transients that the plants were originally designed for, historical count of transients, identifying cumulative usage factors at critical locations, identifying what locations CUFs will be exceeded for a 60 year plant life and what actions were needed to resolve the same. Also addressed the environmental fatigue issues. A-21
1983 - 1988 I was also responsible for managing all structural aspects of license renewal program at the station. This included preparation of program basis documents (e.g., masonry walls, bolting, monitoring of structures, etc.), scoping documents, ageing management program documents, time limiting ageing analysis (TLAAs), performed walkdowns for defining boundaries. I was also part of the design team that gave a presentation to NRC license renewal team at Rockville, MD regarding the primary containment ageing management program for torus and drywell shell thickness at Nine Mile Point Unit-l. Note: I was also the Nine Mile Point Nuclear Station Lead for the NRC Component Design Bases Inspection (CDBI) that was conducted in September/October 2006. I successfully lead the NMP team, supported the inspection with no major violations for the station. This project started in May 2006 which included self assessment (mock inspection), taking appropriate corrective actions prior to the actual inspection for a successful outcome. Acting Manager, Engineering Unit 1 Nine Mile Point Nuclear Station Performed the duties of an engineering manager, attended the daily leadership meetings, resolved the plant issues, prioritized and coordinated the work activities of various disciplines in Engineering, conducted branch staff and safety meetings, successfully resolved all engineering issues during this period for safe operation of the plant. Supervisor, CiviUstructural Engineering, Unit L Nine Mile Point Nuclear Station Responsible for all structural engineering issues at Nine Mile Point Unit. Major accomplishments as Structural Supervisor included implementation of Structural Maintenance Rule Program, development of various engineering specifications and drawings for the older vintage plant. Attended various structural seminars on Seismic Qualification Utility Group (SQUG), concrete and masonry walls, structural maintenance program, completed various training on leadership skills, supervisory skills, performance appraisals, effective communication, Labor training, Leadership Academy and completed two weeks of training at Institute of Nuclear Power Operations (INPO)-Atlanta for Engineering Supervisors Professional Development Seminar. Sargent & Lundy Engineers Chicago, Illinois Lead Structural Engineer Responsible for analysis and design of various nuclear power plant structures using ACI and AISC codes, was responsible for designing pipe supports, conduit supports, pipe whip restraints, masonry walls, steel frames, used various in-house computer programs for analysis A-22
1978 - 1983 desi gn, performed walk-downs, performed structural calculations, resolved non-conformance reports, performed seismic qualification calculations, etc. Klein & Hoffman, Inc Consulting Engineers, Chicago, Illinois Structural Engineer Structural engineer responsible for analysis and design of schools, parking garages, industrial buildings, high rise buildings, sewage treatment plant structures, etc. Extensively used AISC and ACI codes and various in house computer programs for analysis and design. EDUCATION: Master of Science (Structural Engineering), University of Illinois, Chicago (1977) o Bachelor of Engineering (Civil), Bhopal University, India (1976) PROFBSSIONAL LICENSES/CERTIFICATIONS : Registered Professional Engineer, State of New York Boiling Water Reactor (BWR) Plant Certification Course for Nine Mile Point Unit-l Nuclear Station PROFESSIONAL SOCIBTY MEMBERSHIP: o Member, American Society of Civil Engineers (ASCE)
REFERENCES:
Provided upon request CITIZENSHIP: Citrzen of the United States of America A-23
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