IMPULSA CONSULTORES, S.L.U. Company Profile

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1 IMPULSA CONSULTORES, S.L.U. Company Profile Luis E. Félez Managing Partner Barcelona, June 2013 Agustina Saragossa, 15, 5º C Barcelona Tel. (+34) lefelez@impulsaconsul.net

2 Presentation This document intends to show our capabilities and expertise in relation to the possibility of assisting you in connection with any engineering project related to hydroelectric and hydraulic works. At Impulsa Consultores, S.L.U., we employ our resources to provide our clients efficient services, with a team of professionals with broad experience and knowledge in the engineering sector. We will be very glad to further discuss our potential involvement in this exciting project. Luis E. Félez Managing Partner Civil Engineer Tel. (+34) lefelez@impulsaconsul.net

3 Activity Business consultancy, providing our clients business and technical support, and engineering knowledge for the promotion, design, construction and operation any hydroelectric and other hydraulic works. Specialised in hydropower, pumping facilities, irrigation, supply, canals and pipelines, dams and ponds. Civil works, hydraulic equipment, mechanical equipment, electrical equipment, remote, telecommunications, control systems, energy efficiency. Services Consulting and advisory services during the previous phases of the project: Advice on decision making for defining the optimal functional solution Installation Functional Analysis Solutions Optimization Technical assistance for the development of basic project Technical Support for the drafting of: Monitoring and supervision of the project Defining criteria or calculation and design work and equipment items Calculation of hydraulic and mechanical elements and equipment work Technical Support for the procurement of works and facilities: Drafting of technical specifications for the manufacture, supply, installation, testing and quality control of pumps, turbines, valves, gates, pressure pipes, etc. Drafting of technical specifications for civil works Writing technical specifications for the manufacture, supply, installation of electrical, telecommunications and control systems. Supervision of contractor selection process and fixing supplies and contractual technical conditions. Technical Support during construction: Study of alternative proposals or technical changes of work Supervision of manufacturing processes, assembly, quality control and commissioning of equipment Technical Support for the operation of the facility: Design or control systems Functional safety and energy efficiency Design and implementation of surveillance and preventive and predictive maintenance Surveillance system monitoring and maintenance Analysis of incidents and corrective actions proposed Technical assistance for the development of the construction project

Recent projects (2005 a 2012): Team biography Partner Luis E. Félez Managing Partner Civil Engineer Tel. (+34) 695224311 lefelez@impulsaconsul.net www.impulsa-consultores.

4 Recent projects (2005 a 2012): Team biography Partner Luis E. Félez Managing Partner Civil Engineer Tel. (+34) lefelez@impulsaconsul.net Girabolhos Pumped Storage Power Plant (430 MW) ( ) Iznajar Pumped Storage Power Plant (425 MW) ( ) Ribafeita Pumped Storage Power Plant (350 MW) (2010) Suarna Pumped Storage Power Plant (335 MW) (2009) Matalavilla Pumped Storage Power Plant (450 MW) (2008) Alto Tamega Hydroelectric Plant (600 MW) (2008) FOZ TUA Hydroelectric Plant (400 MW) (2008) Rialb Hydroelectric Plant (34 MW) ( ) La Peña Hydroelectric Plant (40 MW) (2006) San Esteve Hydroelectric Plant (10 MW) ( ) FECSA (10 years) Supervisor of project and construction of new hydroelectric projects COPISA (5 years) Technical Manager in the project of construction of the Estangento-Sallente pumped storage power plant (450 MW), La Torre de Capdella, Lleida, Spain ( ) Civil engineer consultant with extensive experience in planning, promotion, project, construction and exploitation of hydroelectric plants and hydraulic installations. Specialised in electric power and hydroelectric plants, reversible pumped storage. Civil and hydraulic engineering. Project, construction, repair and maintenance. Dams safety. Hydraulic management. Energy audit. Contracting. Experience Impulsa Consultores, S.L.U Present (11 years) Barcelona, Spain Managing Partner Endesa Generación S.A.U (17 years) Barcelona, Spain Project Manager in the Hydroelectric department Reversible pumped storage, identification of sites, study of feasibility, basic engineering, conceptual and detail engineering, contracting, supervision of project management, installation and commissioning, administrative procedure, concession requests, authorizations. Universitat Politècnica de Catalunya (UPC) 1990 Present (23 years) Lecturer in the Department of the Hydraulic, Maritime and Environmental Engineering Investigation Team Flumen (UPC) 2000 Present (13 years) Member Formation IESE Business School Management (2007) Instituto Catalán de Tecnología Master, Management (1998) Universitat Politècnica de Catalunya (UPC) Civil Engineering, Hydraulic (1976) Publications and presentations Several publications and presentations on different topics in various siminars, masters, courses and symposium, including but not limited to dams security, turbines, hydroelectric optimization and pumped storage.

5 Pumped Storage power plant Estangento-Sallente (Lleida, Spain) ( ) Technical and construction Manager in COPISA ( ) Functional parameters Power: 450 MW / Gross Jump up: 401 m. Flow: 125 m3/seg turbine mode and pump mode 96 m3/seg. Elements of the work - Dam Sallente asphalt screen breakwater, 89 m in height. - Strengthening Estangento Dam. Central or cavern: Excavation by New Austrian system. 89 meters long, 20 meters wide and 37 meters high. - Hydroelectric reversible: 4 groups Francis Transformer station (1.5 KV/400 KV) Hidraulic circuit: Two pipes in tunnel 600 m long each. Pending 106%. Drilling Diameter 4.20 meters, 3.50 meters diameter. Pierced by Robbins TBM. Armor steel pipe and concrete filling. Cable tunnels: Four units of 125 meters long and 3 meters in diameter, excavated by Raise Borer system. Tunnel access to central auxiliary tunnels, road access, etc.. Investment: 84 million (year 1985). Plan of identification and development of new pumped storage power plant in Spain and Portugal Project Manager in charge of the feasibility study in ENDESA ( ) Prospective study of the evolution of generation technologies. Objectives of wind energy penetration and increased regulatory requirements. Projected changes in energy prices over the medium and long term. Identification of sites for new pumps reversible. Study of functional alternatives. Definition of conceptual engineering facility at each site selected. Performance Analysis. Planning the development of the new pumps identified.

6 Pumped storage power plant in Girabolhos (Viseu, Portugal) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA ( ) Functional parameters: Power 430 MW Maximum gross Jump: 75 m. Flow: 505 m3/sec. - Girabolhos Dam: Dome Type 107 m above ground. - Bogueira Dam: Gravity, ground line 90 feet above foundation - Hydroelectric reversible. Two groups Francis (vertical axis), 400 MW Foreign Central / well Conventional hydraulic power Two groups Francis (vertical axis), 30 MW Foreign Central - Hydraulic Circuit: Driving through two pipes 150 m each, 6.70 m in diameter. Access road and viaducts, etc.. Transformative Station (1.5 KV/400 KV). Investment: 450 million

7 Power plant in Rialp (Lleida, Spain) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA ( ) Functional parameters: Power: 34 MW / Maximum gross Jump: 70 m. Flow: 55 m3/sec - Conventional Central base of the dam. two groups Francis (vertical axis) + 1 group Francis (horizontal) foreign Central - Hydraulic Circuit: Two steel pipes 3 m in diameter and 250 meters long. access road, etc.. transformative Station (1.5 KV/110 KV). Investment: 13 million Pumped storage power plant in Matalavilla (León, Spain) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA ( ) Functional parameters: Power 450 MW / Gross Jump up: 695 m. Flow: 75 m3/seg turbine mode and pump mode 60 m3/seg. - Superior tank capacity of 3.7 hm3. - Hydroelectric reversible. Two groups Francis (vertical axis) Central or cavern - Hydraulic Circuit: High Pressure: Driving tunnel 1600 meters and 4.50 meters in diameter. Low Pressure: Driving tunnel 1100 meters and 4.50 meters in diameter. Cable tunnels: Four units of 125 meters long and 3 meters in diameter, excavated by Raise-Borer system. Tunnel access to central auxiliary tunnels, road access, etc.. Transformative Station (1.5 KV/400 KV). Investment: 373 million

8 Pumped storage power plant in Ribafeita (Ribafeita, Portugal) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA ( ) Functional parameters: Power 350 MW Gross Jump up: 328 m. Flow: 120 m3/seg turbine mode and pump mode 97 m3/seg. - Superior tank capacity of 4.41 hm3. - Lower gravity dam of 53 m high and 300 m long coronation - Hydroelectric reversible. Two groups Francis (vertical axis) Foreign Central - Conventional hydraulic power 2 of 6 MW Francis foreign Central - Hydraulic Circuit: High Pressure Tunnel 1500 m and 5 m in diameter. Low Pressure: Two pipe 100 m long and 4.5 m in diameter. Access road, etc.. Transformative Station (1.5 KV/400 KV). Investment: 283 million.

9 Pumped storage power plant in Suarna (Lugo, Spain) Pumped storage power plant in Salime (Asturias, Spain) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA ( ) Functional parameters: Power: 400 MW / Maximum gross Jump: 75 m. Flow: 505 m3/sec. - Suarna Dam: Dome Type 102 m above ground. - Hydroelectric reversible. Two groups Francis (vertical axis), 400 MW Foreign Central / well - Hydraulic Circuit: Driving through two pipes of 135 m each, 7.5 m in diameter. Access road and viaducts, etc.. Transformative Station (1.5 KV/400 KV). Investment: 380 million Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA (2011) Functional parameters: (alternatives) Power: MW / Maximum gross Jump: m Flow: m3/sec. - Tank top (alternatives between 3 and 9 Hm3 capacity) - Hydroelectric reversible. 4 groups Francis (vertical axis) Central cavern / outdoor / well - Hydraulic Circuit: Driving through tunnel lengths between 900 and 1700 Access road and viaducts, etc.. Transformative Station (1.5 KV/400 KV). Investment: Between 350 million and 750 million

10 Pumped storage power plant in Iznajar (Malaga, Spain) Project Manager in charge of the feasibility study, basic engineering, conceptual and detail engineering in ENDESA (2011) Functional parameters: Power 425 MW/467MW Gross Jump up: 440 m. Flow: 112 m3/seg turbine mode and pump mode m3/seg Superior tank capacity of 4.1 hm3. - Hydroelectric reversible. Two groups Francis (vertical axis) Central or pit, circular diameter of 25 meters - Hydraulic Circuit: High Pressure Tunnel 1056 m and 5 m in diameter and outer section of 1175 m and 4.7 m in diameter. Low Pressure: Two tunnels 250 m long and 4.5 m in diameter. access road, etc.. transformative Station (1.5 KV/400 KV). Investment: 313 million

11 Other Relevant Projects Project Manager of Plan Of Identification And Development Of Plants Hydropower News River Basin Ebro (Aragon and CataloniaStudy. Feasibility and conceptual engineering ( ) Systematic maintenance of Civil Works of hydroelectric exploitation ( ). Development and commissioning of equipment for testing performance in hydraulic plants and periodic performance testing of different plants in ENDESA Group. Technical assistance in the Conceptual Design, Project Construction and Construction Management DRIVE PROJECT AND CONNECTING RIALB DAM Segarra-Garrigues CANAL, PRELIMINARY PHASE, 1ST AND 2ND, TT.MM. OF ponts And tiurana. LLEIDA "(CASEGA-SERCAL). ( ). Technical Assistance in the conceptual design and SECTOR PROJECT 2 Primeria RED WATERING SYSTEM Segarra-Garrigues canal. (FOREST-ASG). ( ). Proposed classification disne and rafts Conceptual design and pump selection Design hydraulic circuit. Aspiration and drive. Overpressure calculation water hammer and pipe mecánco. Technical Assistance in the conceptual design and DRAFT WATER LIFT A ANDORRA Ebro (Teruel). (IAVE). From 2005 to Design and proposal classification rafts. Functional design and geometric take on the Ebro Functional design of pumping station and pump type selection. Hydraulic circuit design. Aspiration and drive. Water hammer and boilers. Technical Assistance in the conceptual design and modification PROJECT CANAL SECTION 1 SEGARRA-Garrigues. (UTE Ponts- Oliola/CASEGA). (2007). Hydraulic design general. Functional design and geometric beacons Hydraulic and mechanical design of Llobregos Sifon Technical Assistance in the conceptual design and SECTOR PROJECT IRRIGATION SYSTEM 18 CHANNEL URGEL. (IAVE-REGSA) Design and proposal classification rafts. Functional design and geometric outlets, drains and special works. Functional design of pumping station and pump type selection. Hydraulic circuit design. Aspiration and drive. Water hammer and boilers. Proposal for Classification and Emergency Plan dams Valduno Valduno I and II (Hidromedia). ( ).

12 Agustina Saragossa, 15, 5º C Barcelona Tel. (+34) lefelez@impulsaconsul.net

11/10/2009. Lake Uist - BAKER PT. Distributor from bore to penstocks Lowest level in draft tube FSL Top of surge tank.

11/10/2009. Lake Uist - BAKER PT. Distributor from bore to penstocks Lowest level in draft tube FSL Top of surge tank. Parametric Analysis of Pump- Turbine Sites J. L. Gordon, P. Eng. Fellow CSCE 190.0 FSL 203.6 Top of surge tank. Lake Uist - BAKER PT 193.0 Deck El. 2120.6 Surge tank required? Yes 169.5 Bottom of surge