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This document is a brief work portfolio highlighting projects I was honored to be part of a team of. (I also was best in class in my Master’s from NC State which is ranked 12 th in Civil Engineering in the nation): 1. DAPL-ETCOP Pipeline 1.1. Energy Transfer Company-Dakota Access LLC 1.2. Project CAPEX: $2 billion 1.3. Form of Contract: Reimbursable 1.4. Brief Description: Dakota Access, LLC ("Dakota Access") is developing a new pipeline to provide transportation service through a crude oil pipeline from point(s) of origin in the Bakken/Three Forks play in North Dakota to a terminus in Illinois, with various potential points of destination along the pipeline. This line will connect to a new pipeline to provide transportation service through a crude oil pipeline from point(s) of origin in the Midwest to the crude oil terminalling facilities of Sunoco Logistics Partners L.P. at Nederland, Texas with various potential points of destination along the pipeline (.http://www.daplpipelinefacts.com ). 1.5. Role: Executed project and pipeline engineering and overlooked the work of other project engineers for quality check. Page 1 of 21

Brief Project Portfolio 2015

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Page 1: Brief Project Portfolio 2015

This document is a brief work portfolio highlighting projects I was honored to be part of a team of. (I also was best in class in my Master’s from NC State which is ranked 12th in Civil Engineering in the nation):

1. DAPL-ETCOP Pipeline

1.1. Energy Transfer Company-Dakota Access LLC 1.2. Project CAPEX: $2 billion 1.3. Form of Contract: Reimbursable 1.4. Brief Description:

Dakota Access, LLC ("Dakota Access") is developing a new pipeline to provide transportation service through a crude oil pipeline from point(s) of origin in the Bakken/Three Forks play in North Dakota to a terminus in Illinois, with various potential points of destination along the pipeline. This line will connect to a new pipeline to provide transportation service through a crude oil pipeline from point(s) of origin in the Midwest to the crude oil terminalling facilities of Sunoco Logistics Partners L.P. at Nederland, Texas with various potential points of destination along the pipeline (.http://www.daplpipelinefacts.com).

1.5. Role: Executed project and pipeline engineering and overlooked the work of other project engineers for quality check.

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2. Sand Hills Regulator Station

2.1. Client: DCP Midstream 2.2. Project CAPEX: $250,000 2.3. Form of Contract: EPCM Reimbursable 2.4. Brief Description:

Hydraulic assessment of the pipeline’s capacity showed that a regulator station was required to allow raise of discharge pressure. The increase of throughput at project completion was +9,000BPD.

2.5. Role: Executed all required engineering for a new Regulator Station and met all project KPIs with high customer satisfaction which resulted in repeat business and additional work scope.

3. Permian Basin 4 Tank Batteries (UOM1E) 3.1. Client: ConocoPhillips Permian Basin Projects: 3.2. Project CAPEX: $40,000,000 3.3. Form of Contract: EP Reimbursable 3.4. Brief Description:

The UOM1E consisted of 4 tank battery facilities, and required pipelines. 3.5. Role:

Project Engineer for simultaneous management of four production facilities from FEED to construction support.

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4. Thunder Horse South Development 4.1. Client: BP 4.2. Project CAPEX: $310 million 4.3. Form of Contract: EPCM Reimbursable 4.4. Brief Description:

Thunder Horse production-drilling-quarters (PDQ) is the world's largest production semi-submersible ever built. It is capable of processing and exporting a quarter of a million barrels of oil per day. The Thunder Horse field is located in Mississippi Canyon, 125 miles (201 km) south-east of New Orleans in water depths of 6,000ft (1,229m). BP plans to tie-back 2 new drilling centers to the Thunder Horse Platform. These new wells will be drilled from High Temperature/High Pressure Peach Zone and will be handled by comingling with crude oil from fields Brown and Pink and introduced to the platform. Modifications in subsea, subsurface, and topsides will accommodate the additional capacity.

4.5. Role:

Senior Project Engineer –Demonstrated a proven record of accomplishment of high quality performance, time and costs targets with an analytical approach to problem solving resulting in realistic and cost effective solutions to technical and financial challenges.

5. Rosebank FPSO

5.1. Client: Chevron 5.2. CAPEX: $ 54 million 5.3. Form of Contract: FEED Reimbursable 5.4. Brief Description:

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The Chevron-operated Rosebank project is located approximately 80 miles (130 km) northwest of the Shetland Islands, in water depths of approximately 3,700 feet (1,100 meters). The project will include a floating production, storage and offloading vessel, production and water injection wells, subsea facilities, and a gas export pipeline. The Rosebank Field, discovered in 2004, is estimated to contain total potentially recoverable oil-equivalent resources of 240 million barrels. The FPSO will have the capacity to process 100,000 barrels a day (bpd) of crude oil.

5.5. Role:

Senior Project Engineer in charge of coordination and interface with Subsea-Intecsea. Established Master Document Register (MDR), work breakdown structure (WBS), cost control, schedule control, earned value and productivity analysis. Implemented automated progress claim through in house software: InControl and Smart Plant Foundation Document Control.

6. Atlantis

6.1. Client: BP 6.2. Form of Contract: EPCM Reimbursable 6.3. Brief Description:

Atlantis platform is the deepest moored semisubmersible dual oil and gas production facility in the world. Weighing in at 58,700t, it is also one of the largest. The platform is located 190 miles (306 Kilometres) south of New Orleans in 7,070ft (2,150m) of water, in Green Canyon. It has a production capacity of

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200,000 bpd and 180 million cubic feet of gas a day. The field has estimated oil reserves of 635,000 million barrels.

6.4. Role:

Senior Project Engineer: Fully responsible for the management of up to 18 projects simultaneously. Lead by extensive coordination with all stakeholders including vendors, implementing project controls, schedule, earned value analysis, resource forecast and management, scope clarification, variance analysis, creative solutions, and forecasting bottlenecks. Proven ability to balance simultaneous projects and effectively navigate changing priorities, deadlines and requirements.

7. Kaombo Proposal

7.1. Client: TOTAL E&P Angola Limited 7.2. Form of Contract: EPCM Reimbursable 7.3. Brief Description:

The Kaombo fields, operated by TOTAL Exploration and Production Angola are located in Block 32, approximately 90 miles (150 km) from the coast of the Republic of Angola. The Kaombo development covers 1,090 km2 with water depths ranging from 4,600 ft. to 6560 ft. (1,400 m to 2,000 m). Production by subsea wells connected via five hybrid loops to two turret moored FPSOs, both following the same design concept (“Design One, Build Two”) and designed for processing 105,000 bpd.

7.4. Role: Proposal Manager:

7.4.1. Reviewed inquiry documents 7.4.2. Clarified scope of work and identified clarifications or exceptions to Customer’s inquiry 7.4.3. Classified contract risks 7.4.4. Distributed inquiry documents to disciplines in Topsides and Subsea 7.4.5. Strategically assessed competitors capability 7.4.6. Obtained information from other departments

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7.4.7. Responsible for preparation/review of the proposal write-ups 7.4.8. Prepared initial assessment of the technical, financial, schedule or any other unusual risks associated

with a proposal. Such as local taxes, currency, local office support, other WorleyParsons location offices capability.

7.4.9. Lead Proposal Turnover with supporting documentation.

8. Malange Proposal 8.1. Client: Cabinda Ltd. 8.2. Form of Contract: FEED 8.3. Brief Description:

The purpose of the project is FEED services for subsea and topsides additions in the Malange Field, located offshore in Block 14, Angola. The water depth ranges from 800 ft. to 1,200 ft. (245 m to 365 m). The Malange development will consist of approximately five production wells. The host platform for the Malange development tie back is the TL compliant tower.

8.4. Role: Proposal Engineer: 8.4.1. Reviewed inquiry documents. 8.4.2. Clarified scope of work and identified clarifications or exceptions to customer’s inquiry 8.4.3. Classified contract risks, and strategically assessed competitors capability 8.4.4. Obtained information from other departments and assisted in Topsides Proposal 8.4.5. Prepared initial assessment of the technical, financial, schedule or any other unusual risks associated

with a proposal. Such as local taxes, currency, local office support, other WorleyParsons location offices capability.

9. Papa Terra Tension Leg Wellhead Platform (TLP):

9.1. Client: PETROBRAS, FloaTEC, (J. Ray McDermott and Keppel FELS joint venture) 9.2. Project CAPEX: $1 Billion 9.3. Brief Description:

Papa Terra will be the first Tension Leg Platform in South America. The TLWP was designed by FloaTEC and will be installed in 3,870 ft. (1,180m) of water. The platform will include a dry tree, top tensioned risers and a tender assist drilling rig moored nearby. It will support all the well drilling and work over activities, as well as export the production to a FPSO which will process 140,000 bpd of oil and 35 million standard cubic feet a day of gas.

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9.4. Role: 9.4.1. Stress, and Punching analysis in place analysis

10. Cheviot

10.1. Client: ATP Oil and Gas Corporation, Mustang Engineering 10.2. Brief Description:

Cheviot production platform is a first of its kind deep-draft semi-submersible drilling, production and storage facility called an Octabuoy. The Cheviot deep-water platform will be deployed approximately 62 miles (100km) east of the Shetland Islands, in 550ft (168m) of UK North Sea waters. Cheviot hull, utility and production topsides, fabricated separately in COSCO (China) and Gulf of Mexico, merged in COSCO and were transported to Norway to be mated with the hull and installation in the UK North Sea waters.

10.3. Role: Approved stress, and punching analysis of “in-place” analysis

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11. Big Foot Extended Tension Leg Platform: 11.1. Client: Chevron, KBR 11.2. Project CAPEX: $4 Billion 11.3. Brief Description:

The Big Foot oilfield is situated in Walker Ridge about 225 miles (362km) south of New Orleans in the Gulf of Mexico, US in water depths of 495ft (1,500m). Big Foot will be an integrated drilling and production platform with dry trees; and the platform's topsides facilities will include inlet oil and gas separation, gas compression, dehydration and export, oil treatment and export pumping, producer water treatment, water injection and all required utility systems. The hull will be an extended tension leg platform. Discovered by Chevron in January 2006, Big Foot is considered to be one of the largest and deepest oil discoveries in the Gulf of Mexico. It is estimated to hold oil and gas reserves of over 100mboe.

11.4. Role: Reviewed design documents and specifications.

12. Jack and St. Malo Floating Semi-Submersible Facility

12.1. Client: Chevron, Mustang 12.2. Brief Description:

The Jack and St. Malo floating semi-submersible facility will be located in approximately 7,000ft (2,100m) of water in the Walker Ridge Area of the Gulf of Mexico. The Jack and St. Malo facility is Chevron’s second semi-submersible in the Gulf of Mexico and one of the largest in the world.

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12.3. Role: Approved stress, and punching analysis of: 12.3.1. In-place analysis 12.3.2. Load out analysis 12.3.3. Lift analysis

13. Blind Faith Quarters Production Deck Extension:

13.1. Client: Chevron 13.2. Brief Description:

Modification to the existing Production Deck on Chevron’s Blind Faith semi-submersible Offshore Platform for the installation of an additional Survival Craft with a 24 people capacity.

13.3. Role: Approved SACS analysis on local and global model

14. Offshore cranes: EC800, EC-930, EC1000.

14.1. Client: Sparrows Offshore 14.2. Brief Description:

Development of intermediate offshore cranes between the existing EC750 and EC1200

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14.3. Role: 14.3.1. Reviewed a range of intermediate offshore cranes between the existing EC750 and EC1200. 14.3.2. Reviewed boom lattice structures 14.3.3. Reviewed Gantries, and Miscellaneous structures

15. E.ON Ruhrgas UK North Sea Ltd. Wellhead Platform

15.1. Client: E.ON Ruhrgas UK North Sea Ltd. 15.2. Project CAPEX: €300 million 15.3. Form of Contract: EPC Reimbursable 15.4. Brief Description:

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Babbage gas field is located in Block 48/2, about 50 miles (80km) offshore of the UK in the North Sea. It lies in 139ft (42m) of water and is the largest gas accumulation in the southern North Sea. The platform consists of a 9 slot wellhead process platform with accommodation for 30 personnel and well clean up. It holds an estimated 5 Bcm of gas reserves.

15.5. Role:

15.5.1. Performed structural analysis on in-place topside structure 15.5.2. Calculated temporary construction structures

16. BP Valhall Re-Development Living Quarters

16.1. Project Client: BP NORGE AS 16.2. Form of Contract: EPC Lump Sum 16.3. Brief Description:

The Valhall field is located in PL006 / Block 2/8 in the Norwegian North Sea. Valhall partners developed a new combined living-and process installation to replace the original installations on the field. The new production and hotel platform has the following main features: design life 40 years, bed capacity 180, oil production capacity 120 mbopd, and gas handling capacity 143 mmscf/d.

16.4. Dimensions: Topsides; 35m x 24.9m x 37.3m

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16.5. Weight: Topsides: 4288 Tones 16.6. Sail away: July 2010

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16.7. Role: 16.7.1. Performed structural analysis on secondary beams of topside 16.7.2. Miscellaneous calculation, such as tanks, plate, etc.

17. Tehran Light Naphtha Hydro-treating and Isomerization Refinery 17.1. Client: Tehran Oil Company 17.2. Brief Description:

Tehran Oil Refinery consisted of expansion of the existing refinery via constructing light naphtha hydro- treating, isomerization and related units with 18000 BPSD capacity.

17.3. Form of Contract: EPC

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17.4. Role: Structural Project Engineer:

17.4.1. Performed structural analysis and design of tank foundations and complex foundations using FEA, dike walls, trenches and retaining walls

17.4.2. Preformed structural analysis and designed steel, reinforced concrete structures, blast proof buildings

17.4.3. Structural analysis and design for dynamic and static equipment foundations 17.4.4. Structural analysis and design of pipe racks, pipe bridges, steel platforms, and pipe supports 17.4.5. Performed site survey and involved in construction management

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18. Sarajeh Gas Field Early Production Surface Facilities 18.1. Client : NIOC 18.2. Form of Project: EP 18.3. Brief Description:

Surface Facilities Design and auxiliary facilities

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18.4. Role: 18.4.1. Performed structural analysis and design of tank foundations and complex foundations using FEA,

dike walls, trenches and retaining walls 18.4.2. Structural analysis and design for dynamic and static equipment foundations of site 18.4.3. Preformed structural analysis and designed steel, reinforced concrete structures, blast proof

buildings 18.4.4. Structural analysis and design of pipe racks, pipe bridges, steel platforms, and pipe supports 18.4.5. Hand calculated, and performed computer calculations on deep foundations, and participated in

writing in house software for designing equipment foundations with multiple piles

19. West Azerbaijan Pipeline: 19.1. CAPEX: $35 million 19.2. Brief Description:

19.2.1. Construct 160 km 14 " pipeline 19.2.2. Construction of new pump stations and two new terminals

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19.3. Role: Project engineer responsible for managing all aspects of Engineering/Procurement/Construction. Project included pump stations, pipeline, terminals, and Right Of Way. Lead by implementing project controls, planning, scheduling, budget administration, cash flow and earned value analysis, contractual assessment, variance analysis, scope definition, extensive coordination, forecasting bottlenecks and safety and environmental control.

20. Renovation and Reinforcement of the Eastern and Western Inshore and Offshore Platforms of Kharg Island

20.1. Project CAPEX: $600 million 20.2. Form of Contract: EPC 20.3. Terminals:

20.3.1. Eastern “T-Jetty” Terminal Inshore 20.3.2. Western “Sea Island” Terminal Offshore

20.4. Brief Description: This project is considered a strategic project of the Persian Gulf and is the means for providing roughly 5 percent of global crude oil production (3.94 million bbl/d crude oil). The project consisted of dismantling offshore crude oil loading terminals’ berthing structures and constructing new mono-pile based berthing systems for T-Jetty and complete renovation of multi-pile berthing system for Sea Island.

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20.5. Role: Project Engineer:

20.5.1. Investigated existing condition, designed offshore structures & participated in construction 20.5.2. Performed site investigation and evaluated the existing condition 20.5.3. Developed unique construction procedures 20.5.4. Redesigned and evaluated superstructure 20.5.5. Performed structural analysis on the new structures, platforms, and access bridges

21. Neka Oil Import Terminal:

21.1. Total CAPEX: $ 330 million. 21.2. Form of Contract: B.O.T. 21.3. Brief Description: 21.4. The purpose of the National Iranian Oil Company Caspian Sea Republics’ Oil Swap Project (Neka

Terminal) is to transfer the crude oil of the Caspian Republics via Iran via installing unloading and storage facilities in Neka and modifying blending facilities at Rey Terminal. Neka had existing facilities for the berthing of two 5000 DWT tankers at the same time. This project increased the number to five and two marine unloading arms are installed on each berth.

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21.5. Role: Construction Engineer: 21.5.1. Managed and completed construction of steel structures. Lead the fabrication and construction of

high precision structures such as the metering stations, and also unloading arm foundations, pump sheds, platforms, and pipe supports.

21.5.2. Increased heavy equipment efficiency by 15% by implementing a centralized multi-discipline work schedule

21.5.3. Provided, reviewed and coordinated shop drawings 21.5.4. Negotiated contracts with subcontractors or vendors on projects 21.5.5. Scheduled subcontractor work schedules and construction scheduling milestones 21.5.6. Ensured projects are built in compliance with plans, specifications, owner’s requirements, and best

construction practices

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