ML13135A237

Near-Term Task Force Recommendation 2.3 Seismic Walkdown Report, Appendix a - Resumes and Qualifications

ML13135A237
Person / Time
Site:	Beaver Valley
Issue date:	10/31/2012
From:	ABS Consulting
To:	Office of Nuclear Reactor Regulation, FirstEnergy Nuclear Operating Co
Shared Package
ML131350549	List: L-13-118, Resubmittal of FENOC Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Seismic Aspects of Recommendation 2.3 of Near-Term Task Force Review of Insights from Fukushima. ML13135A229 ML13135A230 ML13135A231 ML13135A233 ML13135A234 ML13135A235 ML13135A236 ML13135A237 ML13135A238 ML13135A240 ML13135A241 ML13135A242 ML13135A243 ML13135A244 ML13135A245 ML13135A246 ML13135A247 ML13135A248 ML13135A249 ML13135A251
References
L-13-118, TAC MF0092, TAC MF0093, TAC MF0116, TAC MF0159
Download: ML13135A237 (36)

Text

{{#Wiki_filter:RE s uM " r iffii'3it#,.o r r oNS 2TgDorchester Rd, Akron Ohio 44grg Phone n4-678-Bz6z E-mail j reddman @ aol. com JOHNE. REDDINGTON Work errperienceJanuary 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 HRASubcommittee; fire PRA peer reviews; currently technical lead forseismic PRA for FENOC fleet; mentor to junior and co-op engineers.

August 2oo4- January 2oo7: Principal Programs Engineer, Fleet office Akron, OH: responsiblefor 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 ofsite's accredited training programs. Heavily involved with high intensitytraining required to get Davis-Besse back on line following a two yearoutage 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. Lgg6 to January 2oo1,Superintendent Mechanical Maintenance Manage the short and long term direction of the Mechanical and Sewices Maintenance Departments. Responsible for Bo to 90 person deparlment with a budget between 7 and r5 million dollars a year. Direct the planning, engineering, and field maintenance activities. Direct oversight of outage preparations and implementation. One year assignment working with Technical Skills Training preparing for accreditation. A-2 1993 - Lg96Shift Manager Act as the on-shift representative of the Plant Manager. Responsible for providing continuous management support for all Station activities to ensuresafe 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 capability, 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.L99L- 1993 Senior System and Maintenance Engineer Provide Operations with system specific technical expertise. Responsible for maintaining and optimizing the extraction steam and feedwater heaters, the fuelhandling 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, directingmaintenance 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. r9B4 - 1986 Sargent & Lundy Engineers Chicago, IL Senior Structural 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 tostructural problems associated with a hot side precipitator. rg8o - Lg84 Struchrral Engineer Responsible for steel and concrete design and analysis for LaSalle and Fermi Nuclear Power plants. Performed vibrational load and stabilrty analysis fornumerous piping systems. Member of the on-site team of engineers responsible for timely in-place modifications to the plant structure at t aSalle. rg7g - rg8oWagner 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 L975 - L979 Purdue UniversiW West Lafayette, INBachelor of Science in Civil Engineering1990- 1995University of Cincinnati Cincinnati, OHMaster of Science in Nuclear Engineering Professional Engineer, State of Illinois, Lg84 Professional Engineer, State of Ohio, 1986Senior Reactor Operator, Davis-Besse Nuclear Power Plant, 1990 Qualified Lead Auditor, 2oog SQUG qualified rgSZ Committee Chairman, Young Life Toledo Southside, Lake Erie West RegionSunday School Teacher- College age young people. ABSGonsultingAN 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, Califomia, Project Manag er, 1982-1990 PROFES SIONAL EXPERIENCEMr. Beigi has more than 29 years of professional structural and civil engineering experience. Asa Senior Consultant for ABS Consulting, Mr. Beigi provides project management and structural engineering services, primarily for seismic evaluation projects. He has extensive experience inthe areas of seismic evaluation of structures, equipmenf piping, seismic criteria development,and structural analysis and design. Selected project accomplishments include the following: Most recently, Mr. Beigi has been involved in perfor*irg seismic fragility analysis of equipment and strucfures 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. AtOconee 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 largeand small bore piping systems. A-5 ABSGonsultingAN 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.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 Capability 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), OconeeNuclear Plant (Duke Power Co.), Duane Arnold Energy Center (Iowa Electric Company),Calvert Cliffs Nuclear Power Plant (Baltimore Gas and Electric), Robinson Nuclear PowerPlant (Carolina Power & Light), 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 onthe seismic experience database, testing results, and analytical methods.Mr. Beigi managed EQE's on-site office at the Tennessee Valley Authority Watts BarNuclear Power Plant. His responsibilities included staff supervision and technical oversightfor closure of seismic systems interaction issues in support of the Watts Bar start-upschedule. Interaction issues that related to qualification for Category I piping systems andother plant features included seismic and thermal proxi^ity 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 concerns.Mr. Beigiuttlized seismic experience data coupled with analytical methods to address theseseismic 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 acceptancecriteria for the bounding analyses utilized ductility-based criteria to ensure consistentdesign margins. Mr. Beigi also provided conceptual design modifications and assisted inthe 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 performing design and analysis of heavy industrial strucfures, systems, and components. At the TexasUtility Comanche Peak Nuclear Power Plant, Mr. Beigi administered and scheduled individuals to execute design reviews of cable tray supports; evaluated generic designcriteria for the design and construction of nuclear power plant systems and components andauthored engineering evaluations documenting these reviews.A-6 ABSGonsultingAN 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) facility. Seismic qualification of equipment and interconnections (con duit, 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 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 identificationof 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 criticat utility systems serving Space Systems f Loral, a satellite production facility, in Palo Alto, CA.Seismic evaluation and design of retrofits for equipment, tools and process piping, ds wellas, clean room ceilings and raised floors at UMC FABs in Taiwan.For LDS Church headquartered in Utah, performed seismic vulnerability assessment and ranked over'I-.,200 buildings of miscellaneous construction types for the purpose of retrofit prioritization. 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 evaluationat 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-l ABSGonsultingAN A8S GROUP COMPANY FARZIN R. BEIGI" P.E.Design of seismic bracing for fire protection and chilled water pipi^g systems at the Goldman Sachs facilities in Tokyo, fapan.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 andstorage tanks at Coca Cola Co. in Japan.Seismic evaluation and design of retrofit for equipment, piping and structures at the UDSAVON Refinery located in Richmond, CA.Seismic assessment and peer review of the IBM Plaza Building, a 31 story high rise buildi.glocated in the Philippines. Seismic evaluation and conceptual retrofit design for the headquarters building of the San Francisco Fire Department. 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 numerousfacilities in lapan" including Baxter Pharmaceuticals, NCR ]apan Ltd., and Somar Corporation. Seismic evaluation of concrete and steel buildings at St. ]oseph Hospital in Stocktory Ca, inaccordance with the guidelines provided in FEMA 178.EDUCATION 8.S., Civil Engineerrrlg, San Francisco State University, San Francisco, CA,1982 REGISTRATIONProfessional 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 MemberSELECTED PUBLICATIONS Campbell, F. Beigi, and A. Asfura, "Insights GainedLevel 2 Considerations," American Nuclear Society M. Richner, Sener Tinic, M. Ravindra, R.from the Beznau Seismic PSA IncludingPSA 2008, Knoxville, Tennessee. A-8 ABSGonsultingAN ABS GROUP COMPANY FARZIN R. BEIGI, P.E. U. Klapp, F.R. Beigi, W. Tong, A. Strohm, and W. Schwatz, ,,Seismic PSA of Neckarwestheim 1 Nuclear Power Plan'rt," 19th International Conference on Strucfural 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 Intemational Conference on Structural Mechanics in Reactor Technology (SMIRT ln,Prague, Czech Republic, August 17-22,2003."seismic Evaluation Guidelines for HVAC Duct and Damper Systens," April 2003. EPRITechnical Report 1007896. Published by the Electric Power Research Institute. Arros, J, 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, December 1996. Publ. by North Carolina State University,1996.F.R. Beigi and I. O. Dizon. 1995. "Application of Seismic Experience Based Criteria for SafetyRelated 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, Novemb er 13--I.,4, 1995.A-9 ABSGonsultingAN ABS GROUP COMPANY EDDIE M. GUERRA, E.I.T. PROFESSIONAL HISTORY ABSG Consulting lnc., Contractor, Presently Paul C. Rizzo Associates, Inc., Pittsburgh, PA, Assistant Project Engineering Associate, Presently Thornton Tomasetti, lnc., Philadelphia, PA, Structural Engineer Intern,]anuary 2009-]une 2009 Skanska USA, Inc., San Juan, Puerto Rico, Civil Engineering Intern, May 2008-July 2008 Netuuork for Earthquake Engineering Simulntion, Bethlehem, PA, Research Assistant, May 2007-InIy 2A07 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. Guerraspecializes in strucfural dynamics, Performance Based Seismic Design methodologies andelastic and inelastic behavior of concrete and steel structures. He is fluent in both English and Spanish.PROFES SIONAL EXPERIENCE Nuclear:AP1000 HVAC Duct System Seismic Qualification -October 2010 - Present SSM / Westinghouse Electric Comp arg r Pittsbur gh, 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-10 ABSGonsulting AN ABS GROUP COMPANY EDDIE M. GUERRA, E.I.T.Wind: Analysis and Design Reaision 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 SantaIsabel, 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 B.S., Civil Engineerhg, University of Puerto Rico, Mayaguez, PR - Dec. 2008SKILL AREAS Structural Analysis Seismic Design Reinforced Concrete Design Structural Steel Design Wind AerodynamicsWind 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 ABSGonsultingAN ABS GROUP COMPANY EDDIE M. GUERRA, E.I.T.HONORS AND AWARDS2010 Recipient of the Thornton Tomasetti Foundation ScholarshipGolden Key International Honor SocietyTau Beta Pi Engineering Honor Society Universif of Puerto Rico at Mayaryez Dean's List PUBLICATIONSGuerra, Eddie M., "Impact Analysis of a Self-Centered Steel Concentrically Braced Frarrre,"NEES Consortium, May - Iuly 2007.A-12 ABSGonsultingAN ABS GROUP COMPANY BRIAN A. LUCARELLI, E.I.T.PROFESSIONAL HISTORY ABSG Consulting Inc., Contractor, PresentlyPauI C. Rizzo Associntes Inc,, Pittsbur g, P A, Engineering Associate lI, 2010-Present Engineers without Borders, Aquaculture Development, Makili, Mali, Africa September 2007 -December 2009, Southtttestern Pennsylaania Commission, Piftsburgh, Pennsylvania, Transportation Intern, Muy 2008 - August 2008 PROFESSIONAL

SUMMARY

Mr. Lucarelli has experience providing engineering support for a number of domestic and international 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 - Ioly 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 expectedduring construction of the Vogtle Units 3 and 4. Mr. Lucarelli was responsible for reviewingon-site heave and settlement data and the excavation sequence to calibrate the materialproperties 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.]anuary 201.0 - ]une 2012 L"ry County NPP Foundation Considerations - Sargent & Lundyfrogress Energy, CrystalRiver, Florida:Mr. Lucarelli was extensively involved in the design and specification of the Roller CompactedConcrete Bridging Mat that will support the Nuclear Island foundation. He has authored numerous calculations and reports related to the work conducted for this project, 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 anddynamic loading and the determination of long-term settlement at the site.A-13 ABSGonsulting AN ABS GROUP COMPANYBRIAN A. LUCARELLI, E.I.T.Mr. Lucarelli also authored the Work Plan and served as on-site quality control during laboratory testing of RCC block samples in direct tension and biaxial direct shear. His responsibilities included inspection of the testing being performed and control of documentation related to testing activities. Septembet 201'.l - March 2AL2 Akkuyu NPP Site Investigation WorleyParsons/Akkuyu Project Company, Mersin Province, Turkey: RIZZO conducted a geotechnical and hydrogeological investigation of the proposed site forfour WER-1200 reactors. This investigation entailed geotechnical and hydrogeological drillingand sampli.g, geophysical testing, and geologic mapping. Mr. Lucarelli served as on-sitequality control for this project. His responsibilities included controlling all records generatedon 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 summarizing the findings of the field investigation.M"y 2Ol0 - Novembet 2010; Iuly 20Ll - fanuary 2OL2Calvert Cliffs NPP Unit 3 - Unistar, Calvert Counfy, 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 calculationsto 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 DesignControl Document.Mr. Lucarelli has also performed a settlement analysis for the Makeup Water Intake Structure. February 20L0 - March 20LO 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 constructiontesting results and documentation to determine inputs for seepage and slope stability analyses.Mr. Lucarelli reviewed construction documentation and conducted quality control checks onthe data used for the analyses. Mr. Lucarelli also prepared a number of drawings and figuresthat presented the results of the forensic investigation. Preztious Experience: Septemb er 2007 - December 2009 Aquaculture Development - Makili, Mali, Africa: The University of Pittsburgh Chapter of Engineers Without Borders designed and conskuctedan 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 A-14 ABSGonsulting AN ABS GROUP COMPANY BRIAN A. LUCARELLT, E.I.T.concepfual design altematives and planning two site assessment trips. These scope of these site assessment trips included topographic surveying, the installation of climate monitoring instrumentatiory soil sampling and characterizatton, and laboratory soils testing. As the project coordinator, his primary responsibilities included maintainit g u project schedule, developitg u budget for project implementation, and coordinating technical reviews of project documentation with a Technical Advisory Committee.M"y 2008 - August 2008 Southwestern Pennsylvania Commission - Pittsbutgh, Pennsylvania: As a transportation intern, Mr. Lucarelli analyzed data in support of various sfudies dealing with traffic forecasting, transit use, and highway use. He also completed fieldwork to assess the utilization of regional park-and-ride facilities. EDUCATION 8.S., Civil Engineering, University of Pittsburgh, Pittsburgh, PA,2009 8.S., Mathematics, Waynesburg University, Waynesburg, P A, 2009 CONTINUING EDUCATION Short Course on Computational Geotechnics and Dynamics, August 2011, ASDSO Estimating Permeability Webinar, December 2010 COMPUTER SKILLS SAP2000, PLAXIS, SEEP/W, SLOPE/W, THERM, AutoCAD, ArcGIS, Phase2,Slide, MathCAD REGISTRATIONS Pennsylvania : Engineer-in-Training #ET A13562 MEMBERSHIPS American Concrete Institute (ACI)- ACI Comrnitte e 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

. Thiny-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 EXPBRIENCE:June 2012 -Present a o March 2008 -May 2012First Energy Nuclear Operating CompanySenior Consulting EngineerProject 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 overviewof the SPRA project.Entergy Nuclear Operations James A. Fitzpatrick Nuclear Power PlantOswego, New York Supervisor, MechanicaUCivil Design Engineering Responsible for supervising a group of 10 mechanicaVcivil/structural engineers at the James A. Fitzpatrick Nuclear Plant. Responsibilitiesincluded issuing plant modifications, evaluations, engineering changes, equivalency changes, supporting refueling and forced outages, acted as engineering duty manager, identified training needs, participated in thedaily 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, supportedemergency response organization duties, etc. Oversight of construction activities, owner acceptance of An Consulting Firm design. Performedduties of acting design engineering manager, trained staff on technical/administrative skills, etc. Public Service Electricity & Gas (PSEG) Nuclear February 2007 -A-16 February 2008 1988 - Oct. 2006 Hope Creek Nuclear Generating StationBranch Manager, MechanicaUStructural Design Responsible for managing a staff of 8 MechanicaLlStructural engineers at Hope Creek Nuclear Generating Station. Responsibilities includedanalysis, design of Structures, Systems, Components, resolving operability issues, preparing design change packages, evaluating non-conformingconditions, addressing short and long term issues for the station,supporting outages, address training needs of the group, participate inPlant Health Committee, interface with resident NRC inspectors, etc.I was also responsible for performing the duties as the site reviewer of all Structural/Mechanical related license renewal documents being preparedby the License Renewal Group. I was implementing the Hope Creek primary containment (Drywell and Torus) ageing management program tosupport 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 SupervisorlPrincipal EngineerResponsible for analysis, design and maintenance of various nuclear power plantstructures at Nine Mile Point Nuclear Station Units l & 2. Analysis includes design of reactor building superstructure, turbine building superstructure, yardstructures, masonry wall design, piping analysis and supports for safety relatedsystems, cable tray supports and various electrical and mechanical componentssupports, etc.Supervised a group of l0 engineers/designers, coordinated projects with siteengineering consultants, performed engineering evaluations and cost benefitstudies 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 donecorrectly the first time and per schedule. I had the decision making authority forall structural engineering issues at the station.License Renewal: I was also the Manager for Fatigue Monitoring Program forNine Mile Point Nuclear Station, Units l & 2. I was involved in setting up the software "FatiguePro" at the station for a cost of $500K. This was incommitment to the Nuclear Regulatory Commission as part of License Renewal program for NMP station. This program included identifying the varioustransients that the plants were originally designed for, historical count oftransients, identifying cumulative usage factors at critical locations, identifyingwhat locations CUFs will be exceeded for a 60 year plant life and what actionswere needed to resolve the same. Also addressed the environmental fatigue issues.A-17 1983 - r988 I was also responsible for managing all structural aspects of license renewal program at the station. This included preparation of program basis documents (e.9., 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 licenserenewal team at Rockville, MD regarding the primary containment ageing management program for torus and drywell shell thickness at Nine Mile Point Unit-1.Note: I was also the Nine Mile Point Nuclear Station Lead for the NRCComponent 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 I Nine Mile PointNuclear Station Performed the duties of an engineering manager, attended the dailyleadership meetings, resolved the plant issues, prioritized andcoordinated 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 ofStructural 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 EngineerResponsible for analysis and design of various nuclear power plantstructures 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 EngineerStructural 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 codesand various in house computer programs for analysis and design.EDUCATION:. Master of Science (Structural Engineering), University of lllinois, Chicago (1977). Bachelor of Engineering (Civil), Bhopal University, India (1976)PROFESSIONAL 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 SOCIETY MEMBBRSHIP:

o Member, American Society of Civil Engineers (ASCE)REFERENCBS: Provided upon request CITTZENSHIP: Citizen of the United States of America A-19 ffiGonsuHing DANIEL A. RENY rHtJl;ljSsltJN AL l I Is]'ilRYAESG *rusul{irr;q f ru,r, [n'irt*, CA, Scrurrr Consult.rnt, AJ[H-l]rc'*entARES f*rpxrrrrlioru, Lns A*gclc,*, CA, Scnlnr Consultant, ?tffiI*HItJS SIJEhITECH, trilr., Ken[,, t\rA, Seni*r Corrsultant, 1997-1tl]I ftt*rru .4.*snrifites {.1*:rpr:rflfi*nr. ldeho Falls, ID, Sentor Cnn*ulla*q, 1993*1$9trTEhrEfut, L. l'1.. tdah* FalEq. ID. Scnior Cnnqultant. 1991".19q3EGCIG lr*rlrr:, ft1c,, trdah* Fa[Is, [D, Senior EnginaeringSprcciatL*t, 19S?*1991&rr'htrrdf llrfr-rnrlf rrrrlrrl. Anrh*lnr, CA. Senior E*Bin6er, 1ffi5-lffiFI1'l-G ftrr., lm.irre, CA, f nginr*ring Analvst, 1981-19t15I'RU I.L $5I {.]N AL S L;h{ h{ A HY Se*it:r l\iudcar F*wcr Fta*t PRA, Rrqh and Rclrabrlitv Cntrqultant snd ft*icct fufanag*r it'ith rlver 31 1.'rars pr*f**stonal crprien:e prnviding servii:es to f.fucbar Fnrv*r l)prratrrltx in USA and f*rnr*r Savict Lninn countric*. USl..ifiC. LS DOt, aruJ NASA.I'lr. R.env haq rltm,11 veanr rxFEnL-rKrns tcchnxal lca$ and pr+rjur-t nraxttlflrrccnducEiftF pr*Lrabillstic risk arrafvses (PILA), lfrfls, IPEEF^q scismic and firc PRA*, huma* rr'liabilitvan:h'scs (HRA], .qai*& and risk infnrmed magLlgcmr--nl aFFlir:ati*ttq f*r dt:rneslic a*d rntcrnati*rurl camrn*rciat nuchar Fxrlrcr utilitres and Dt-lt namEcar f-rcililir.s. DeveE*FtedPRA tnn[s such lrs SAPl-IfRE and have prerfnrmed PRAs r:sing SAPFIIRE, CAFTA,tfT $,1,f LFRA, and RISKIT'I A Fi.I'HtlIt$Sl(}N AL LXI'tiHl hNCl:ABS Cansulfixg Tedrnf*rl rtfnnrrgr, Inine, CA filfrl-ry ttlf#- preseaflt'lr. Rt*ny s*rt't:d as Tkhne-al \'larulger prriorming fRA ,rnaEv*es ftx S+ruth Tsxa-sft*ject. Ftrst Enerp' Cnrptrralron, finhlo Canvnn, f;nt*rg1' a*d Snrt*s Nt:]K nrlclear planut. Hc prrrft:mrcd PLq an"rlvscs for shutdart'n rLEk, tnacrnnl flrmJi*g. sctEnric,tnternaE fiffi, exlenr"rE Fht:drr'tg olher exlrrnal eventr, d.rta up*atm, and FRA FTtfSramplanning and

rrrccr-{*r*s f*r PRA nrtrdel ugtlatr-s and nth*r ri.*]*:.-infnrnred applicatir]fts.

A-20 fESGonsulthrg L}AHIUL A- TTINY AttES L?ryora titn, Setrdsr Csrsrlf attt, Los .{ rr,geles, C't f}Sff} - Mo,{ X{mS}lr'lr. Rcny serr'rd a* Pr{ect lr{an"rg*r and Senrrr Currq$llant grerfnrrning PR.r\, exterrral*r'cnls lmluding fbu' PRA, and rlsk-infnrmed anirh-srs fr:r Dtabh] Ca*y*n NuclearIlnn'er Flant. He prerforrned mA anahses rn supFxrrt nf trpgpadrx a*d irnpr*+'ernenls r:f plant PRA m*del f*r fire PfiA Lrsrs and nthcr risk"int*rm*:d app[icatl$rls.lr'lr. Renv r*riLr tadrnicnl lcad nn Norlhr*Ft Crufi1n1irr],r'Sn*tng tu*nrrrs peri*rming FRA artd rrliaLrilitv flssmnrenLq *f NASA tlrkrit.rl SF** Ptirne {lf$n and Crerv Er.pl*ratian Vehicle (CE\rl Ferf*r*red PRA studirrs antl conduct*d retiabilitv pr*graffLq rln srr'stern architc.r--tuFe{s, r'ehicls $*signa lurar and earlh txbil nr b.qitrrs.Perfrfrrned rlqh ir-rsasstrr*nb, drx.tdutctr-'d rrsk nurrulsemrnl pr*gnnrns a*d FreFnred risks f*r pr*p*s*tls f*r lupit*r fcv S'l*ons Orbiter nuchar uchid*, NASA fr+*stellatianflrr-'hitf,tctsrt: stu*ie.r, NASA human and rohotic re*earch initiatir,'*s far Bncingl, Stral*'Si*S*rder Initiaai*'e (sfiI$ET] f*r Bocinp C(}ES satetrlitc f+r Lnchhr$d il,largirU arrrt Futupe C*mtrat Svstcm f*r Rrvt5e*n.lr'lr. Rrnv p.rf*rm*d ha.zard analvsr:s and prcparf,tinn *f safch nnalvsis rep*rt ftr LmAEamrrs Neutr*n S*arn {I-lrNSCEf facilrtv; imludrns rev]ew anrt n'alkd*nryr nf facilitvsvsl.cms and *peratir:ns and anah'sB of prorrdures. SL-IENTEfH. trnc', Senfor Consulfanf, I(enf, tt'A (t997- ?tmll lr'lcmber *i 1i5l'iRC sprlru**lretl intemational revlert, pnnef pr+l4ding snfctl'rel'k:u,'snd fl'Ftenr't upgrade *f [tbr I-tthuanian RBlt'lK plant. Paraicipat*d irl saf*t-v nnviert's

• f&sign and *pratirlftq, frreparation and revierr and appr*virl *f t,&C S.vst**r-t desig,n, r*statlation, and PRA anaErises. He also ct-rnducled Humart Ret!+Llitifv Assessnrent

{HRA} f*r Lihraine nr-rc[ear pr]lr'cr plant-r.Pr-'rfcrmed IIRA up*atcs, fault [ree/er,'cnt trcre m*d*lrnB da[.a srLlf\islc. Hurnan Rcliatrilitv Artalvsil IPEf,E, seismic and fire PRAq, qtra*tifirattorg and ctrtsc.rltiisnce.tnatv,sh *i nucf*ar Ffirlrer plant PRAI at Indian Point ], lffitf Creck, Cnlrrmbia, DiabEt: fanq*n,5a* {.fmrfrr aru-t oth*r nuclear iacrlitic"*. l-Ie prerfnrmcd plan!. sr*sLcrn n'irEkd*rtryt*, rlpcratitrrurE data gathering. and rlperalfir lntervien's lt: uprJ.rt* Ffi.As. He prrtrigntrd in d*r..eltrp*r*nl. *i mtrdelr for real-tirne pEant Safct]'$l*nit*r applkati$rlq.H* perfnrmed R.Atd ana[r,"s*s for nrnlear plan!emerBrmT nperati+ns c*ntcr, and krss *f*iisite p*rvcr rish sturil' f*r San Onofrc l\iucle.rr planl.. frr-*on Asspcrnfrs L=*ry*rlrfi*n, Offit*,tilnrrager - Srnror C*nsrhunf, Idaka fnlls, IfI fI99;l-l ft?71f}ffi*- il'lanager, I**j,mt L'l.rnagrmrnt, Adm sftktra["E#n ['lanag*rncn!, I]rngf*m[-ter'*f*:ptru;.n[ f*r ffU Frci[ities. lt'lr. Renv scrr"'*d ilf; L*nllrr FaEls tfffb.:c fulanag*r rrsF$nsilrlc i*r.35 *mpkrr,'*e,* and $ti :o 510 nri[lran t{'{-}r[h *f cttntrac[ll l'rrilh DC]L A-27 tE$Gonsultfurg l}AN IIL A. KUNYItnltrct Saferv engineer rcxFr-lrlqihle for rJevelopmenl nf S"{Rq f*r Pit I buri*d tt'aste remediati*n facilltv at IN[I- R*dir:uttl'e lt'astr. L'lanag,crncnl, Ctlmplex.It*granr lt'lnnager for DtfE technical support cnntract {-'SFM annualtr{ rrr$Frlnsible ftrraEl raslLq suppnrting DilE-lfl offic* in pneFariltron.rnd levirtu r*f cnvir*nnrenlal anrt*qef*r,r*' Frr{ect-s.lr'fr. Ren:ilreq tlm pr*jer-tsafctr-anahst f*r Spent Fucl ffflisct ar Hanf*rd re*pwrsibh ftlr safctv d*sign reqErlrcrnenlq and SAR FrcFar"ltion ior Cn[d \racuurn Dryi*S Facffi$. TE'TERA. L. F.o Ssnior fansrlf nnt,ldaha Falls, lf) (I$!}I-I$SJi Ssnior Cnngultar*t pr**'iding, PRAs, IPE/lPEEE, Human Fact*rs, f*ajcrct h'lan*gtrnrnl,and flOE Nuclear Ff,cilities Safi-.h Anafvss Repnrlsh'fr. Rcnl' perfnrmer* varinuE anahses and modr--ling l.asks in devsEaprnent rf PRAq,lPfn, and IPEI ts f*r Drc*den, Quad Cities, ttoliCrer--k an* r.rthsr nuclear F$rter planhs"Tn*kq includcd datl analvsis, syslcnr-s analvses, evffil [me and faull lfi-rss. seisrnic anririre FRAs, FIRAq. L*r"*l ? a*d Level 3 rnodeling anri ilsffimenlr. He alsn prcparedl-*AR f*r ITt I Pr*jcct safetr- dcrsign rcquncmcnLt f*r bi* a*d pr*pcxal FreFarati*n

• f pr*j*ct.EGtiG ldaho, fitc,, ldahn iYnfioral f,nEneenng Labomtcity, 5r. ftf Sprcralisf, klnfto fnlls. Itr f l9[l7't991)

Scnhr f ngirwring Sgrtlcialrst pnt-rvidinil Task lr'hrngemcni* PRA, Rkk ll'lanngementi Decisi*n Arurlvsis. Rcliatrrlitv/Avallabitity/ lt{alntai*abilitri Ase*smentr\rcident Arnlvsi* anrI S*rftware f)cvelnpml-nt for c*mnrerclal Rucle.rr po]rier plantt anriD(fE iacitittes. il'lr. Renv appticr* PRA *r*dels rn rFk minngemcntfdccisian anatrvses, pruhlir:ltion

• fM*'RgG reptrl.

aruJ le*timrrnv rn suppr:rl of l\RC (leneric Safetv l*sue* rr:snfuti*n I]rtmipat Inr'*stigatw n*th projcrt rcsFronsibilrtv far Air Fnrce RAII'I analvsss tlll rl\r*f, 1? Air Fnrm baqtr. Anth*rert and irnplcmcnted RAil,l analvsi* gnldelines ta'b* iisrr* frlrAn F*rcc faci[itiss

• trlt:rgencT Frotrrr and stiliticx sl-sti]ms.h'lr. Renv alsrr scr-l'ed as s.rieft cnginr--r.r f*r PREPP cxperimrntat TRL, nas[*

iminenaltlrnl ll\T1- rcsF{Tlstbl* f+r tlrsFilratran oi iacilih'dmrgn raquirenreirks antJSAfi. Rorkrrell Inlefftrr fional, Srnior Ergrner, A naheitn, CA f I 9fi5-I $S/i! Scnilr Rcliability Er:gm*er ior Nilr.'al ftipboard lf*aprlrrs Sr.stenrr RAh{ Elgtn*eri*g, tctiabilltv Tc*[inB and L'lfL Stanr-lard ftograms itrr thc dcvelapnr*:nl tlf raaval shtpb*ard A-22 tESEsnsulti:rg I-}ANIIL A. RENY sl*stcrns, guidarx* c*ntrt* svsterRq for missile Frrlfparns, and rdl'ance arionics f*rairr:ra ft. ft*E;ram R*liabllitv Engin*er n:spansibl* ftrr d*vekrprnenl and irnplernenLalirm *f rt:liahilitv prilfirarns irt ct:niurxtinn with developrncxrt and pffirrrrlernenl $f naval ehcfanics c.luipment. Respansibilitrs rmluded Frrr]fpffrn rnarurflernent, planninB nrethnd*lqgv, and dlre*ii$n. Anahttal rr*sFrlrl$ibiligic* includcrl perfarrning rcliabilitv mndr-'ling, FFediclfoitrs, reliat*litv testing arnt Brrnt'th analt'sis, faiEl$e repcrting, failure anah'slq, and r*rr$c[fu,'c acth:n, and trE Farls prograrn.FLG Inc,, Engrneerdng dnalys t, lrzrint, C{ (I9SI'I985}il'lr. Renl;* rsn'ed ds E*ginecring Analvsl prertorming Frtrbabiliskic Rislc AsswnrenE/ ft*bat*lLqtic Safcty Asisssmen[, and Relrabilitr/ Availabif itv/ MsinteinabillFs A"sssnrent. He a[s*r perf*rmed vannus hvel 1 and I int*rr,r,at el.ent. *sfoimk and fire IrRA a:r.rhr*cs anrt nr*deting.L'lr. Reny perf*rmer.t frRA laskr, s!"slcnrs analvgis, fault tree and *l'ent sqtrerxe nr+rrfoling for TL'II Unit 1 and Stnucvah nucleaF Forr,er p[anl-r. H* prerforrned planlt'isilt. data c*lEsctian a*d st'slems rralkdon'rrs. Hc devclrrycd and demcrutbated ri-eh&qsrnsrneftt mclh*ds and t*nEs ftrr Ef{.l and NnC NLIRIG applkat.i*]8.li'lr. Rcny prerfnrrncd RAhl analvsrs and derign dslqinn tnput fnr pr**ur*nrenl anddeslgrr nf a c*al ftr*d Fr.lrt'rr plant. g,et:thcrnurl p*r+er pEc,nl., &rtd r.;rrfo}us I&C sl"sterns designs.LUL;LA'I'IUH8.5., Appticd ltrysics, L:nir,'ersih'nf Catif*rnia, lrvin* lqSI A-23 Richard P. l\'ltreller Sreer Address lltt \5ne Streer. Erst Lircrpool, Oh, dJ$:tl Phone llumber JJ0-J8+s-SoJi Emril add.ress nr ue lJoiirirsnr cast,ne FTFork Eqledence Duquesng lighr Ccmpanl and Fir:t Energr' Corporrtiou IcUirerHorrre rs.d Yrrd LaborerC.srl rnd asb hardle"{Srrclear Operamr Eeerer Vallet L:ait ILiceoEed Reactor Spermor Eeeser Tilec Llait I Liceas*d Senior Rsaeter Operator Berrer \:elle5 LTnrt I and tlnit l Educntion I ;rErrI$?i to i Jil iSSt I Degree: Penn $tare L:nir:.erritr; Associrte D*gr* in lqaclear E4gi!*edng Tecbnologr l{uclenr Fower trlant Related Skills and Experiences Opermions had for the lart rhre,e NRC Td*lrnirl Fire Prorecti,oa iospcctisnl-Derdoped the Dp,erationE ti.odi-oes rod ruategie:. for dre latest App*do E a*d Safe Sh*dcsu proce&rres f*rBearer TalletUnit I aad Unit ! 10{:FR;0-59 ssd Iadependec Qlrr}rfied Rerl*s:er iIQRr qnaliEed Opereriols leed for reftclng oqrtrge :chednlrog aad pbnrorng-Derydoped denrrr* rtntq$es and effideos inproreoents for Operetioas Bro*dures afld t*stt-Aesisted in the derr*lopmeat pf the latesr I0 reer AS:',IE tesulg pregrala for Eeaner Valler Llnit t asd Unit f .A-24 F (t e*6F 6.6 uFe egE*EE#'$=6 j\tq (\+C.l t-, rt ql tr.=o, TJ L om LEC-gfn3 fir*F g_=E.gE 863 FE r;a-LL-r-lOEE otrtn z ='iil-Lf/l=o ooE ho0JL Hfr G'= o.-.EI L l-d-lrt v{ri a0 a-r-'15'15{),t-.-r-t7l-d-I-o F" rr I\e tFl Lr qJ F.l s, h I\,Q\J\so a)t\t s TJ a f\l h*rl$*Lll-tl3- ,a-{r,:!cH EF 39 o=o.3 vv*r Efi-: ti?-jl'It T'tg l-l rtl lt' {TE\t ?.\EF r*. 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