ML13135A248

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Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Appendix a - Resumes and Qualifications
ML13135A248
Person / Time
Site: Perry FirstEnergy icon.png
Issue date: 09/28/2012
From: Beigi F, Guerra E, Lucarelli B, Reddington J, Reny D
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
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APPENDIX A RESUMES AND QUALIFICATIONS 2TgDorchester Rd, Akron Ohio 44grg Phone n4-6TB-Bz6z E-mail j reddman@ 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 2oog 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 2oo1to 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.

1996 to January 2oo1, Superintendent Mechanical Maintenance Manage the short and long term direction of the Mechanical and Services Maintenance Departments.

Responsible for 8o to 90 person department with a budget between 7 and r5 million dollars a year. Direct the planning, engineering, and field maintenance activities.

Direct oversiglrt of outage preparations and implementation.

One year assignment working with Technical Skills Training preparing for accreditation.

A-2

].993 - Lg96 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.r9gr - 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 FueI 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 -L99r 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.

1984 - 1986 Sargent&LundyEngineers Chicago,IL Senior Sbarctural Bngineer 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 - rg84 Struchral Engineer Responsible for steel and concrete design and analysis for LaSalle 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.1979 - rg8o Wagner Martin Mechanical Contractors Richmond, IN Engineer/

Proj ect M anager Responsible for sprinHer system design through approval by appropriate underwriter.

Estimator and Project Manager on numerous mechanical projects up to r.8 million dollars.A-3 Education Pnofessional memberships Other 1975 - 1979 Purdue UniversiW West Lafayette, IN Bachelor of Science in Civil Engineering 1990- 1995 University of Cincinnati Cincinnati, OH Master of Science in Nuclear Engineering Professional Engineer, State of Illinois, Lg84 Professional Engineer, State of Ohio, 1986 Senior Reactor Operator, Davis-Besse Nuclear Power Plant, 1990 Qualified Lead Auditor, 2oo3 SQUG qualified tgBZ Committee Chairman, Young Life Toledo Southside, Lake Erie West Region Sunday School Teacher- College age young people.

ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI, P.E.PROFESSIONAL HISTORY ABSG Consulting Inc., Oakland, California Senior Consult ant, 2A0 -Present Technical Manag er, 200-1,-2004 EQE International, Principal Engine er, 1990-2001 TENERA L.P ., Berkeley, California, Project Mana ger, 1.982-1990 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 strucfures, equipment, piping, seismic criteria development, and structural analysis and design. Selected project accomplishments include the following:

Most recent$, Mr. Beigi has been involved in perforttti^g seismic fragility 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.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.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-5 ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI, o Mr. Beigi performed a sfudy 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.

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 Cap abllity 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 feafures included seismic and thermal proxi*ity issues, structural failure and falling of non-seismic Category I commodities, flexibility of piping systems crossing between adjacent buitding structures, and seismic-induced spray and flooding conceffrs.

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 utilizing 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-6 ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI.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 Statiory 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) facility.

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.

o Assessment of earthquake risk for Genentech, Inc., in South San Francisco, CA. The risk assessments included damage to building structures 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 faciliry, i^ Palo Alto, CA.Seismic evaluation and design of retrofits for equipmenf tools and process pipin9r 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 types for the purpose of retrofit pnorlttzation.

Seismic evaluation and design of retrofits for clean room ceilings at Intel facilities in Hillsborough, Oregon.Assessment of progranunable 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 equipmen!

structures and storage tanks at the Borden Chemical Plant in Fremont, CA.A-7 ABSGonsulting AN ABS GROUP COMPANY FARZIN R. BEIGI.. Design of seismic bracing for fire protection and chilled water pipi^g 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 japan.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 strucfures at the UDS AVON Refinery located in Richmond, CA.. Seismic assessment and peer review of the IBM Plaza Building , a 3'1. story high rise builditg located in the Philippines.. Seismic evaluation and conceptual retrofit design for the headquarters building of the San Francisco Fire Department.

Equipment strengthening and detailed San Francisco.

Equipment strengthening and detailed Equipment strengthening and detailed substations in the San Francisco area.retrofit design for the Bank of America Buildi.g it retrofit design for Sutro Tower in San Francisco.

retrofit design for Pacific Gas & Electric (PG&E). Seismic evaluations and loss estimates (damage and business interruption) for numerous facilities in Japan, including Baxter Pharmaceuticals, NCR ]apan Ltd., and Somar Corporation.

Seismic evaluation of concrete and steel buildings at St. loseph Hospital in Stocktoru Ca, tn accordance with the guidelines provided in FEMA 178.EDUCATION 8.S., Civil Engineering, San Francisco State University, San Francisco, CA, 1982 REGISTRATION Professional Engineer:

Califomia 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 PUBLICATIONS 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-8 ABSConsulting AN ABS GROUP COMPANY FARZIN R. BEIGI.U. Klapp, F.R. Beigi, W. Tong, A. Strohm, and W. Schw arz, ,,Seismic PSA of Neckarwestheim L Nuclear Power Plarrt," l-9th International Conference on Strucfural Mechanics in Reactor Technology (SMIRT L9), Toranto, Canada, August 12-17,2007.

A. P. Asfura, F.R. Beigi and B. N. Sumodobila.

2003. "Dynamic Analysis of Large Steel Tanks." 17th Intemational Conference on Structural Mechanics in Reactor Technology (SMIRT 17), Prague, Czech Republic, August \7-22,2003."seismic Evaluation Guidelines for HVAC Duct and Damper Systens," April 2003. EPRI Technical Report 1007896. Published by the Electric Power Research Institute.

Arros, ], 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, Decembet 1996. Publ. by North Carolina State University,1996.

F.R. Beigi and I. O. Dizon. 1,995. "Application of Seismic Experience Based Criteria for Safety Related HVAC Duct System Evaluation." Fifth DOE Natural Phenomenon Hazards Mitigation Symposium.

Denver, Colorado, November'1,3-1,4,'1,995.

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, 1995.A-9 ABSGonsulting AN ABS GROUP COMPANY EDDIE M. GUERRA, E.I.T.PROFESSIONAL HISTORY ABSG Consulting Inc,, Contractor, Presently PauI C. Rizzo Associstes, Inc., Pittsburgh, PA, Assistant Project Engineering Associate, Present$Thornton T omasetti, Inc., Philadelphia, PA, Structural Engineer Interry January 2009-june 2009 Skanska USA, Inc., San Juan, Puerto Rico, Civil Engineering Intern, May 2008-July 2008 Nettoork for Earthquake Engineering Simulation, Bethlehem, PA, Research Assistant, May 2007-July 2007 PROFESSIONAT

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 structures.

He is fluent in both English and Spanish.PROFESSIONAL EXPERIENCE Nuclear: AP1000 HVAC Duct System Seismic Qualification

-October 2010 - Present SSM / We stinghou s e Electric Comp ar!, Pittsbur gh, Pennsylv ania : Engineer for the seismic qualification of AP1000 HVAC Duct System.Strucfural 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-10 ABSGonsulting AN ABS GROUP COMPANY EDDIE M. GUERRA. E.I.T.Wind: Analysis and Design Reztision of Wind Turbine Tower -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 B.S., Civil Engineenng, University of Puerto Rico, Mayaguez, PR -SKILL AREAS- Muy 201.0 Dec. 2008 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-11 ABSGonsulting AN ABS GBOUP COMPANY EDDIE M. GUERRA. E.I.T.HONORS AND AWARDS 2010 Recipient of the Thornton Tomasetti Foundation Scholarship Golden Key International Honor Society Tau Beta Pi Engineering Honor Society University of Puerto Rico at Mayaryez Dean's List PUBLICATIONS Guerra, Eddie M., "Impact Analysis of a Self-Centered Steel Concentrically Braced Frarrre," NEES Consortium, May - Iuly 2007.A-12 ABSGonsulting AN ABS GROUP COMPANY BRIAN A. LUCARELLI, E.I.T.PROFESSIONAL HISTORY ABSG Consulting lnc, Contractor, Presently Paul C. Rizzo Associates lnc., Pittsburg,PA, Engineering Associate II,2010- Present Engineers ruithout Borders, Aquaculture Development, Makili, Mali, Africa September 2007 -December 2009, Southtuestern Pennsylaania Commissiotr, Prttsburgh, Pennsylvania, Transportation Intern, Muy 2008 - August 2008 PROFESSIONAL

SUMMARY

Mr. Lucarelli has experience providing engineering support for a number of domestic and intemational nuclear power plants. He has also completed RIZZO's in-house training course on NTTF 2.3 Seismic Walkdowns.

This course was delivered bv RIZZO's senior staff that had completed the two day course.PROFESSIONAL EXPERIENCE February 2012 - Iuly 2012 Vogtle NPP Units 3 and 4 - Westinghouse Electric Company, Burke County, Georgia: RIZZO conducted a settlement analysis to predict the total and differential settlements expected during construction of the Vogtle Units 3 and 4. Mr. Lucarelli was responsible for reviewing on-site heave and settlement data and the excavation sequence to calibrate the material properties in the settlement model. He was also responsible for creating a settlement model that implemented the expected AP1000 construction sequence and presenting the results in a report.lanuary 201,0 - June 2Al2 L"ry County NPP Foundation Considerations - Sargent & Lundy/kogress Energy, Crystal River, Florida: Mr. Lucarelli was extensively involved in the design and specification of the Roller Compacted Concrete Bridging Mat that will support the Nuclear Island foundation.

He has authored numerous calculations and reports related to the work conducted for this projecf including responding to requests for additional information from the NRC. His analyses for this project included finite element analyses of the stresses within the Bridging Mat under static and dynamic loading and the determination of long-term settlement at the site.A-13 ABSGonsulting AN ABS GROUP COMPANY BRIAN A. LUCARELLI, E.I.T.Mr. Lucarelli also authored the Work Plan laboratory testing of RCC block samples in responsibilities included inspection of the documentation related to testing activities.

September 20L'1, - March 2012 Akkuyu NPP Site lnvestigation WorleyParsons/Akkuyu Project Company, Mersin Province, Turkey: RIZZO conducted a geotechnical and hydrogeological investigation of the proposed site for four WER-1200 reactors.

This investigation entailed geotechnical and hydrogeological drilling and samplirg, geophysical testing, and geologic mapping. Mr. Lucarelli served as on-site quality control for this project. His responsibilities included controlling all records generated on site, interfacing with TAEK (Turkish Regulatory Agency) auditors, and tracking nonconformances observed during the field investigation.

Mr. Lucarelli also assisted in the preparation of the report summarizingthe findings of the field investigation.

May 20L0 - November 2010; Itrly 20ll - lanuary 2012 Calvert Cliffs NPP Unit 3 - Unistar, Calvert Coun$, Maryland: RIZZO completed a COLA-level design of the Ultimate Heat Sink Makeup Water Intake Structure at the Calvert Cliffs site. Mr. Lucarelli authored and checked a number of calculations to determine the design loads to be used in a Finite Element model of the structure.

Mr.Lucarelli was also responsible for ensuring that the design met the requirements of the Design Control Document.Mr. Lucarelli has also performed a settlement analysis for the Makeup Water Intake Structure.

February 2010 - March 20L0 C.W. Bill Young Regional Reservoir Forensic Investigation - Confidential Client, Tampa, Florida: RIZZO conducted a forensic investigation into the cause of soil-cement cracking on the reservoir's upstream slope. This investigation involved a thorough review of construction testing results and documentation to determine inputs for seepage and slope stability analyses.Mr. Lucarelli reviewed construction documentation and conducted quality control checks on the data used for the analyses.

Mr. Lucarelli also prepared a number of drawings and figures that presented the results of the forensic investigation.

Preaious Experience:

Septemb er 2007 - December 2fi)9 Aquaculture Development - Makili, Mali, Africa: The University of Pittsburgh Chapter of Engineers Without Borders designed and constructed an aquaculture pond in rural Mali, Africa with a capacity of 3.6 million gallons. This pond is designed to maintain enough water through a prolonged dry season to allow for year-round cultivation of tilapia. As the project technical lead, Mr. Lucarelli was involved in developing and served as on-site quality control during direct tension and biaxial direct shear. His testing being performed and control of A-T4 ABSGonsulting AN ABS GROUP COMPANY BRIAN A. LUCARELLT, E.T.T.conceptual design alternatives and planning two site assessment trips. These scope of these site assessment trips included topographic surveying, the installation of climate monitoring instrumentation, soil sampling and characterizatton, and laboratory soils testing.As the project coordinator, his primary responsibilities included maintainirg u project schedule, developirg u budget for project implementation, and coordinating technical reviews of project documentation with a Technical Advisory Committee.

May 2008 - August 2008 Southwestern Pennsylvania C ommissi on - Pittsbu r gh, Pennsylvania:

As a transportation intern, Mr. Lucarelli analyzed data in support of various studies dealing with traffic forecasting, transit use, and highway use. He also completed fieldwork to assess the utilization of regional park-and-ride facilities.

EDUCATION B.S., Civil Engineering, University of Pittsburgh, Pittsburgh, PA,2009 8.S., Mathematics, Waynesburg University, Waynesburg, P A, 2A09 CONTINUING EDUCATION Short Course on Computational Geotechnics and Dynamics, August 2011, ASDSO Estimating Permeability Webinar, December 20L0 COMPUTER SKILLS SAP2000, PLAXIS, SEEP/W, SLOPE/W, THERM, AutoCAD, ArcGIS, PhaseZ,Shde, MathCAD REGISTRATIONS Pennsylvania:

Engineer-in-Training

  1. ET013562 MEMBERSHIPS American Concrete Institute (ACI)- ACI Committee 207 (Mass Concrete) - Associate Member American Society of Civil Engineers (ASCE)Engineers Without Borders (EWB)A-15 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 Structuralll\{echanical Design and Plant Support Engineering, Manager MechanicaUStructural Design and Project Manager. Innovative and resourceful engineer with problem solving skills. Excellent leadership skills with proven record o Excellent analytical, design, decision making, communication, organtzational, and interpersonal skills. Proficient in computer skills EXPERIBNCE:

June 2012 -Present March 2008 -May 2012 First Bnergy 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 mechanicaUcivlllstructural 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 An Consulting Firm design. Performed duties of acting design engineering manager, trained staff on technical/administrative skills, etc.Public Service Electricity

& Gas (PSEG) Nuclear February 2001 -A-16 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 organization,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.II 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 L 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, CiviVStructural Engineering, Unit 1 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 Bngineers 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-18 1978 - 1983 design, performed walk-downs, performed structural calculations, resolved non-conformance reports, performed sei smic 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). Bachelor of Engineering (Civil), Bhopal University, India (1976)PROFESSIONAL LICENSBS/CERTIFICATIONS

. Registered Professional Engineer, State of New York. Boiling Water Reactor (BWR) Plant Certification Course for Nine Mile Point Unit-l Nuclear Station PROFESSIONAL SOCIETY MEMBERSHIP:

o Member, American Society of Civil Engineers (ASCE)

REFERENCES:

Provided upon request CITIZENSHIP:

Citizen of the United States of America A-19 rHu0s RICHARD {:. SIEN,!3OR l,drrcatisn:

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Clereland-0hio*artrel*r af Suicnrt - Mtrchanic*l linginnering Janucryr 199 I Cnse lljestern Re sen'e Linft,s'r.rtfy ficvrland tlhia llachelor of ScicnLE - Fluid and Tlnrnral lingia*ering Scienccs Jrnu*r1' 199 I&[i nh*r n fr'p i1,sp.i;.1' Hdi n b*ro. k nns r- lv ani a Eachelor o[ A rts - Phv sics Januar_v 199 I FirrrEnerf-T-Perry' ,Vrrefrar Porter Plrrnf Srnior Reactor Oprator r SROI Licen.** l,lurnher 3l?5S ftrrator Dtxkct Nunrhcr 5l.111136 F*chruary'1003 Prrrr' ftirc'le,rr Pow cr Plant J*nunr1' l9gl - Pn'sent Frnbahili stic Ri sk A sst'ssnrnt Ikrry Nuctear Powt'r Flant PRA [*ad R*gulat*ry Cuids 1.3ffil nradel cornpliancc cfforts. P*st Fuhushima

  • n*lysc* and nritigative stralcgv dcveloprnent" Cnntentration in errnt nrndcl ing" acc idcnt anal vsi Sstraug ies, and humsn reti*hi I it1'analysis arp{:cts.ltrsponsibh.

Systcm lingirmr.r.

Sv*tcm* includcd:

Residual Fhat Renr*r'al.

Cnnlrol Rtxl Drivc. Supprcs*ion I'**1. Suppression F**l Clranup.Scni*r Rcactor {}prerator Lice ns* h*ld*r / Shifi Engirtc*r" Training frrr Scnipr Rcactor Oprratfir l-lccnte-A-20 l996 - Sslll r99t - t9g6*tt*r: Pr*hahilistic Ri sli/Safety A swssnent In"strurncntcl in PSA prrHluct prepilrstitln fnr Liccnsc Amendment 99 []irsr'l Crrnerator Allowtrd (]ut*pp Tinre Submitul ircluding sstahlishnrnt of thc Configuratinn Risk ManagclTrcnt lhogranr Applicd lingirrccring Analysis f-*rrric lrltrr 8+ l 0 llesign llasis ralculatitllts.

Improved Tcchnical S prrc i ficali on s. F. ntrgrnc y ilpcrating Ft*esdure calculationdvcrificntion.

LISA R ChaBter l -5 accident analyses and rnrli rlog ical asscssment

s. Pratr*hi I i*tic Risk Anal-vs is.F=uel Hilxlling Suprcnisr.rr.

Rclueling Sugrc*'isar

{SR{. Project Manag.er (Frrdwater Chcck Valves" fteElduaN Hcat Remtrval Sysrnr). Safc Shutdawn Advisor.A-21 .{lr:randnr Zr:l*shi lrr-c [il-,i ht'dr firrlc rrrp !' { lrT . {{r m Firstllnr-r$I Hrr birr tipc--mting {lampnI'Its.rry Nut.ltlr Prn*r,r Ptgrt I ll t-.entrr Rd Pcrrl', (-tll 44{}f,1 EllticATl{tl'i Th Ohis $tdr l.]nivrruity* h{.5. {'[:r-qt d:ut I Crrlumbr.ui. ill{H u, l*r lrnp.inwring Frqgram Innimr af Hrr.trar P*t*T r *prati*rnsr Naticnal Acadrnrl' oi Nu lt;rr T'r*inirry Feil*rw Fl-*rtrl fler.tnrnl Qua ti$'irqi Exam lr{*str.r.n T'hrsis rrlatad tu $i{ alpha purictr dcttrlur tu talw trtinide invcntori*** in p3r*pruca;ring" ffirsrn-q Srrlrlhmmr fidhgr. {" lass uf !tl0t S*';uthmtrc, PA Bar.hclsr uf Arts Mrj*r: Fh1:iics h{ inm: f:durati*n lhiirlprrli HrSh $rhacl. {lta.,xof Xt05 Mi*lhburg lleights. t"lll GP.E * -t.t},,T.0. Cku;r rank - Id in rhns uf Sitr.ffsrnorr: Phi llcta Krpptn Suu:r,h nnd L,umh $t.icncr tchuLr EI{PERTEFif:E H ucker E agime r. Anr\'*ccl tbtrf hodr Fkrt fle*ign Enginrcring* .4ndytitsl hlcthuls. FirrrI.ncrg3'Nrrleir ftptmtingtorrp*n3* Au4grt:{ll I - f;trrfft' Lk'xg[oFm& updrtnrg andmdntulning currr-nt PRA rrrxlcl furFr.ny Nuclcsr Fa++rrFlant Supprrtctl tlata s*[r:ctirn

urd documtrnadon of intr-rnut ll*rding mu*ld f rrrtrrt$ nrpprrting muJcl developmcnt for seismir md ertcrnal Jl*ading Fltrtr Quatil=r*l to du Ftrtlr trn-linr ri*h manatffncnt f{mlerr E4inseri4 Crudcrfs frtlor l'hc tlhiu Statc [Jrnverriry^'

[Jqrartmr-rrt

  • rf h{arhunical Enpinrrring.

Thc(]hio Statr l.inivssi --, Augurr 3tKt* * {'urrtrtr' Wrrkinu. ta drutlop $i{' dctc*:.ttrr to dctcrminc actinidr r$rLcrilr.atitrr ln p5'roprutreting muttr'n rutt L}r'-cloping T(iALt mu*J*l ts simulltt SiC rJttacttr dama;:t Wnfrr MATL,{B c*dc t* una[-v*r SRtt\{ pugmm l"rlr-s$tr-dupt*l srrl mac.hinrd p*rt-s {trr ulpha partirlc dctertiun rnptrimrntal

  • ct-rqr{lr.rtidir*l trr }r'ffk in r.br-.is *tlil clcanr nm Phyrk Rffccrch lnlrrn fiberlin f*llcgc fkpurtmcrn al- Fhysieri *nd,lurtrarxlm!., (lhdin ('nl[cg,c Sumnrer !tl{l?. :*l}t{' Slnthr.lriu tl{tand characttrig-r*t lte-t(}+ rurnop:utirlr-s uiinE VSh{, XRf}, SANS' Fr.rfcrnrtl a *mdJ anfilrflcutflrn .sc.uncrinp erlrrimc.nt lt N trST'Csnts fur Hrr-rtnrn Rrritsrr.h Seirn*t .{sorick S+trrthmtrrr fin I l*;r$qrartmcnt trf Ph5'sirs arrl ,{.{trurnrnrl'.

Srvarthmrrr (.trlltgc Sprrng 3{t0?-F*tl S0$' Lsl potrlr.m :ic*sinn firr Fhl.rits -l: (lmcml Phlsics ll t t,&h{t' L*rJ grablrrn serssi*n &rr Ph1'sics -I: Gcnrrul Ph1:;ics I tlr{ochani,rs} Ph5ricr lrrtrrrrlknrl Ai& Swaltknure C'rrIIcp lttlartmtrn n[ Phy.tics url fu;trurxlm]-,Swarthmrrc ( allegr Flll l0t]fi

  • Fall 310?tlruJt:ll Rrr Fhysirsi.4strrnrmr, 5: Spuctime, Quantr rnl f'u*mr.**gy firadt+l f*rr A*trunumy

[: lrnnrriur:ton' ,rurForxrffi]' (-ira*ltql br Fh1'sics [i: Inr*rfuctirn [o F"l*n:.tritity lnd lr{a1;rrrirm ! :193 {}ir h*'rEr*I Tnril Itirinr.sv ilk. fl H 44{ ? ?{.t4{r} fi6{L43 t?I t t I t t t t?t A-22 Arnr:ricrn S[n Lrngnrp Drill lnrilr$clor $*rrrthmrrc i]$Jkec Drpiutmcnt o[ L,inqulttics, S*:rythnlors {'ollcpc ltlll ]Uiltr. {'ruattrl cr.rritulum arnl k:irrun plrns rnl lcnd drill rroction' Ltri drill sgr:tirn ufr Fh$ Yr.ur Semirurr: Laqlua;g arri lkafncri*T{tLLT' Ahle to nTr.ratc Vibruting Samplc hlaryrrtumstrr { VSh{}. .\+ay difFx'trrntrtcrtXRt}}" t{ntrvrl**lg* uf h{fHF" II{ATLAB, htathcmlticr. lrxrr, SRllt{. ltakidagrafi, [-ebVin*', fimiclflfl{t ' Ph..-*its mac'hin* *hap cndcltrcnonic-,; crgrricnce: 6^mili*ttf' rrith mitlirg mar.hint, l*lhc. trbh sa'*.rukltrins E-*npragc prufirirrxf in $panlrh and Arrcrieiur Sign [-anguagr Attk to u-te brrh tr{acirtlsh anl Windu*'s A{:TIVITIE$ ThcOhis Stdr l,nh'rrily $tudral flhrpbr of lhr Amcricrn Nmlerr $ocfrrty tjulumbue t)l{Frcsidrn t Spring !0 I {Ltl urrtnt. {iivs.n t{rlr:i of [}StJ Hur.har flrafior Lab to Srn. Vuinuuich. t]*mmfosirlncr Mng*"rrlxl ofHlt{]. Ilg:*td movic -*r**ing:Nrrucmbtr

15. :010 ta flSti studrnt bu*tt'" Fl;nrring mrrr*ch astiriti**

fur sunourrlinn f-nlumbu-r high rc.h**Lt, tr*s-htr wurkhopt and fir IJry rn*l{iirl Sgrrts SWAF: Snrrthrnrre th"onrcn in Ar*ronoml'rnd Ph1'dcr Swrrtlunurc, FA{' u- L ridcr !i}tl? - Spring. 3*ilf' Plannctl Liryid Hitrugrn E*:t f.rrirm S*rtial for in:oming frttilrnrn tu inmr*r* tFr,Tfl in Fhy*i*"t, Ar*nrn*n1,' ml Enpirrring t 3Gll?. :lltr 1 EtTl; Erprnding t'aur flslnmr Ccnferentt S*'antrnorc, PA{ un F.rrnrc Pllrrr cr und R srnrhtr !0tt ? - 3tj{l f,. lletprd $an conf,r'rcrrc t*r tr1et mirJdlr -qchut* lgal girls morc inttrcrtrrJ in sirnc*. tlcthtrrd smtllct infsrmation tu ssrl to mintritl'schools in sr&urhr flf'Fhit&drldti* $wrrthmrt {ldkgr lt'srrc'r t'and{' Frrilpith Soflhrll $r+artlrn*rs, PA Vnrsitl' Firrhrr Fall !005 - Spritt* !{1{t9' f'Jltirnal Fa-.'rpit*h frxrr:hrr*; futnrclrtion Acadrmir All-Amtrit:nn {:0Sg}" All t}ntrnnlal Cmfr,rmtc Ac.rdemit I cam l:{J{]f,. lljtE}' Mr.mbcr af firrr suflholl tcam in utdlep hi-rtury tu mlk* f.srtennill Cmftrtnc* playrf& t".:frki' 3**?, ltilf,i srxl E.*s,t {iras. Athtrrie. {innftrr"nrc PLr5ulIs t:{Ilf, }. [{'.q,C Srrrth Rqprln Fitr:hrruf thc \hock' Firxt pitthrr in Str'arthm{trr {Jullq;r ruftbatl hl+or1' to win tlJ tr milrr lftmcr, 5*m** rlarecrtt-ins in$*'art hm$rr C*lkg sqrf hl I hlt tory$sfihl$ Fitrhlng Imlruslor Clcr*Lirrd. t )II$unrns :{1fl3

  • tlurrrrr*' 'T'c.*r.h y-rrunFsr g-irts thc afl uf 6stpitth ..erfthall pitrhing. Tcae.h pitrhingrnrnFs tn divrn* Ittkitt. rgei SrtruF-{i of girb' (-'*rchsd RBI I Frviving Bu$ebilll in thc hrncr l'itf i snd oftrr tnrvc[ ttlms FRILT[iiTA'NOF{$

!$clerbh rnd Enrrgr': Tlx BuiHiqq Bhclu for tlhh'r Economic Future Sfrrit$:tll0 ' FortrrTitk: T'hr Ef*ct nf Nrurun hradiltion arntl Lo* lrmpcrirturc Annr*Irry.{rn thc Elcc*ritgt Frupr"nir=i uf trlightl t)*rpcrlAfl Sitk.r:n {.arhrnc. fuerrydc*l ptr*crrcl*rte,rl t{r runrnt and prs rr-rrurr h ronduttrtl at T}rr f}hi+r $tatc [Jnirwsit3' OWL Porilrr Prr.rrnl{ lis!Sunnns :tlLl?" Ftrsrntrri purtcr ahuut Jilmmrr rc-*ic.irrrh s-vmFos'r r-un hr-r$tgl b1' t lhig 5 lfu$rsrch {ansurrium A-23 ffiGonsuHing DAIIIJIEL A. REI*Y IIRUt,'L$$ttlN AL I t ts I(}RY AESG Clnsrfting In*--, lruilx, CA, Senior f-rrnsuh.ant, XX]S-Frc'*ent .,{RES frrrl*rrrr{ir:n. L*rs Angclc*, CA, Scnior Consultant, ?t}}:*A}}S SCJE'HTECH Irrr., KsrL WA, Senior Consultant. 1997"3tT1I ftr-c*rn A,Es*rirrles {lirrp.*:rrafirnl. Idaho Falls, ID, Scnl*r Con*ultant,- tg93*199F TENER4. L. F., tr**h* Falh, ID, Scnior Corrqultant, 1991-1q91 tcfil fl*rlrrr. Inc.. [da]r* Falls, [D, S{nior Engineering Sgrrcialbt 1987*19S1 ft'rr-kr:dl Inf*rnrrf rrrrml. Anaheim, CA, Senior Fnginoer. 1 SF- lqSF IILG Inr:.. lrrdne, CA, Engirnering, Analvst, 1S1-1985 IIR{.}II $$II}N AL 5 L}L{ MA RY Senbr l\judear P*r,ner ftant PRA, Rrsk and Rr-*liatrilitl-C*n*ed;.snt an$ It*i*c[ L{anager n"ith over 31 vrfl.rx pr*frxsional

  • x;:rerieme providing serrtc* t* Nucbar Poqier{.-}peratnn in LiSA ar*ri fcrnrr-*r Sor"iet Union counlric*.

LTShIRC, LE D{.}e artd NASA.h{r. Renv has *l'er -il l'eaxs ctFtrierx* as tshnxal leat* ar*d Ftr"i{tt Eruurafier crmr*ucting pr*habilistic risk analrses {PRA}, lPEs, tPEEEs scismic anrl firc PRAs, huma* rtliabilitv an:h*r-= (HRAJ, safeh snd risk inf*rrn*d nuuurgcrn*nt applicatiare f*r d*rnrslic arxl nrtr-*rnatklnal c*rnrnsrclal

  • ucbar Fn$'er utilitics and Dfif n:rcEear facilities.

Der,'elcp*d ItrRA t*nls sudr as SAPHIRE, and have prrformrrd ffiAs using SAFHIRE, CAFTA, l,t'I NI{LTPRA, aru.t RISKM A N.4ts5 Csns,rlfurg T,rcfiniml Managrr, Inine, CA (Mny lfrl$- prrserrfl L"lr. Reny srr'*r,* as Tr=hnkal lr'lanager periorming FRA *natrl-ss fs S+:uth T*rlffs[}*itrct, First Erxrgl' Cnrp*ratron, Diablo Canvan, Ent*rg1v a*d Snris hlllK n$clesr plantt. He prrf*rmcrt PLA arurlvses for shutdort'n rlqk, internal ftrrrding scisrnic, rntrrnaE fircrs, *xternaE fhrtlr{ng, other external events, data uprfater, anr* frRA pn]Srarn planning and prcrc*dur*s f*r mA rn+dcl ugrdatcs and ctlxr risk*infornre* appficatiolu. A-24 fESGonsultlru UAN IUL A. ITUf{Y AttES Corpornfisn Ssffisr Consrhn nt, LasA rrgrles, CA f3fl$l -lHoy l{lCI*}lr'lr. Re*v serr."r* a* Prr{*cl il,lanrger and Senrrr C$ruqultfint 'p*rf*ntring PRA" external er,"cnts ir,rcEuding firc PRA. and rlsk-informed arnh'ses f*r ntallL: Ca*ynn Nul-k*r Pcntrer PIan[. He perf*rm*d IJRA anahses in supprrrrt af trpgradec and irnpr*r'ernents

  • f pEant PRA rnt-rdel for firre trRA Llscs and *hcr risk-init:rnr+:d applicatitlns.

!tlr. R*nv tras rr*rniffil lerd nn Northrop Crunrman/Bn*ing, tearnq performing PRA and retiabilitv asscs;*rents af NASA [frbital Sgnr-e Ptane {fl6ry a** Cren' fxpl*ratitrl \rchich 1CE\,J. Perf*rnrcd PRA studies an11 conctuct*d reliabilil1; prograrrrs fln s,*'stern architer-ttrFes, I'ehicls dmigne lunar and r'arth mbit missitrts. Perfr:rrncd rlqk JL*sfissrn*nlq. cffiducted rbk nunafieme*L Frrl;{rsrns arx* FFGFLIled risls tor pr+rp*sals frlr f;rpiter I*' L{oonq t}rbiter nuchar v*hidr, NASA *ffis:ellatirrr architcrctrre slt-tdim. NASA human and rotrotic res*arch initiatit-'cx ftx Bncing" Slrat*Si" ficrrdrr tnirlative {SBlIr,tETl f*r Boeffig C;OES satellite f+r Lrr{t&eed Martirl aftd Future Conrbs[ Svstem for R.rvt]renn h{r. Rrnv prrfornr*d hazrd analvses and Frcparation trf safeh anslvsis repnrl frr Lm Ahm*s Neulron Bearn {[-A}iKE} facititv; in:lurJin;i rc+"ierry anrt rn'alkd*r*ryr af facilitv svsl.enr*q areJ aper*ti**s a*d anah'sb of prttedsres. SCINTECH, Irco Senf ar Ccnsflfs nt, I{,rnt, wA fI9gT 1.f2}h,l*mber *i Ll5it-f RC *p*rn:lred intemational revhrv panet prot*din$ sflfuR' re,l'htt' nnd sv-*tenrs upgnad* *f the Lithuanian RBL,IK ptant. Participated in safctr revfoHis $f&slgn and *grrratkr&r, FlreFnral.ion and revien'and fiFp*rrt'sE

  • f IfilC Svstenrs d*ign, in*lallati*n, and PRJ1 analvses.

Hc also ctrnducterJ Hustrsn ftetriabitifi; Assessmeltt {l-IRA) f*r Liltrainr nnxEenr Ftr}lt'er plants.Pr=rftrmed PRA updal*s, fault tree/ elrnt lrfi:- nr*rtetinB rtata arutfvsis, Hurnan Rcliabitritv Analvsis, [PEEE. seismic and fire PR'{q, qwntificatir:n, and {nnssquer}Er anrhsh rlf nuclear po$;er planl PRAs at Indlrn Pning !, ltt*lf Creck, C*lumbiA DisLttr*Canv*n, San Lffflfff ar-s-i othcr nuclear iacilities. He prrf*rm*d plant s,l'slern r'natkd*wns, rlFcratlon"rf data g,athering and operatrr lntert*erEs t* upd.rte FRAt. Hc pertkipated in der."el*prmenl oi modr--h for real-time p[ant Safer.v Mn*ib*r applicatisrg-He p*rfrlr*red RAh{ anah-ses for nrrlcar plant eme4gct}c}' fiFerah$nq c*nter, anr* lfrss *f ofisitc Ftll{Fer rlsk stu&' f*r *rn Onofrc liuclear plant.fnson Assocr{rtrs {}rpornffon, Office Managtr - Ssnior C*nsuttant, Iilaha fslls' IF fI99il-I ggn Offiac h,fanager, Pr*l*ct lt'l.rnagr-rnent, Adnr mlctrati*rt lt'lanagcmrrnl, fn:gra*r fJeveh:prnent i*r IlilE Facilities. h'lr. Rcnv scrt'ed itq [*alw Falls flfficc Marlag*r rr..sFlrlnsitrfc for.35 enrpkrvrl*s and $fr tn 510 nrilkon lt'*r[h *f c*ntract* r*'!th DtfE-A-25 fEf,Gonsultim I}AHIUL A. ITINY ftojcct SaJstT engl*mr r,csFr]rrsible for devekrpm*nt

  • f SAH-I lor Pit I bsried t\'ff.qtt-rcnrediaLforn f.uilirt*" at INEL Rndbactive ltaste ltlanrg*nrcnt C*rnphx.ft*gram tt'fanager ferr DOf technical support conlract (-'$5L't annuatrlv]

rffiF*nsibh f+r all rasls supgnrting DtlE-lll offke in preFaration.rnd ml'ien'*f c*vir*nnren!.al and s.rfeh prc.{cct-r. h'lr. Reny lrir-r ft* p*i.*t saferr. anah'str for Spent Frnl l-*i"d at Ha*fnrd r*sptxrsibfe far safctv design rerluirements antJ SAR FreFaration for Ct:[d 1frctftIrn t]ryi*S Facitrih'. TENIRA, L. F.o Ssnidlr fcnsillf Ant,Idaho Falls, fD flgfi-I9g? Scnir:r C+nsultant pr*l.idirtg PRAs, IPE/ IPEEI , Hurnan Factors, ft*iact fula*agcmer*t, and DOE N*dear Fdlitir* Safetl Anrhsls Reporls h'lr. Reny' perf*rrned l'stri*us anahses and modeling isslffi in rievelaprnent d PRAs, IFLE, a*rJ IFEEEs f*r Drc*dcn. Quad CitLr, tTolf Crr.ek and *tFrer nr.rdear Frrr$rcrplants" Taqlt.q imluded Sata analvsis, s!'stents analvses, c.vsnl tsr* and fault lrr:t*, seismic snd fire PRA*, HR'{t" [.er,.rX t ard Lel.el 3 rncxfuling and a*sesments. Hc ak* prr*percd I*AR f*r Ptt I [t"is.t srfetv dcrsign rcquircnrents f*r bid ard pr*pmal pr*pffeli*n

  • f pr*irxt.E6&G ldahe, fmcn klnfts rVnfiorral f,r.grne ering Labsrat*{S.

$r" Eqg $genelfst, Idaho Fnlls, fn {Iff7-t991} Seninr f ngineeri*S Specialist providing Task lL{irrageancnt" PRA, Rkk h'lanagement/ Drcisiolr A*alvsis, Reliabril itv/Availabilityl L{ainlair:sbilify As*m*nren[, r\ccidrnt Anslt'sia and S*ftr+are Develttprnenl f trr c*mmercisl rtucl**rr Fxllturer Srlanrt ar**DfIfl facilieies. h{r. Rcnv applicd PnA m*dels in rlqk managemcntf&risitst anal}"ses, pukrlir:atbn

  • f NL:RIG reptxt anri tc*tirntxll-in supprrrt of N'RC tleneric SsJ*Fi Is.re* res*lutian-Ittrxipul l*r.c'.*tisarrx wiLh proiacl respclnsibilitv for Air Ftrrce RAh{ analvses r}r} $1'rr?? Air Fnrce brs*s. AutFerred and irnplcmented RAful analVsi* g*idelirm t* Lre us*d fnr Ab F*rce faci[it**s rm*Fgrnc!'

Fron er and utilitics svslern-c. h'lr. Renv ab* **rved as s.rfeh engirxrr fnr PREIT *rperirnetrtal TRU tt'aste ircirnnatnr nt lhlEI- rcsF{xrsibte f*r FrcFaration of iacilitr, design rcquirernentq and SAR.RocFrrrsll Infenrafiansl, S*nior Enginrer, Anahrrrr. Ll{ {lffi5-Ig$?l Se*iar Rchabilib* fuglneer for Naval *ripLroard lfeap*rn $istems RAfd fngi*rrring"' Rctiabiktv Tstinp anr* l'f tl- Srandard lrragrams inr Lhe r**r"cl*pmenL

  • f nat"al sh*pt*ard A-26 fESConsulting I]AHIIL A. I{"UNY sl=ternq guidame c*ntrr* svstenrt fnr misqile Frfflfperns, and atft'arns al'i*r*m frrr airt:raft"[t*gram Reliabilitl E*gineer nffiFonsible fr-rr del.ebprnent and inrpl*nrcntatirrr crf rr--liabilitv Frrt1rarns in c*niurxtir.rn with developrnent snd pro*urern*nl flS naval ebctr*nics nluiprnc*t.

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