Select Committee on Trade and Industry Written Evidence


APPENDIX 8

Memorandum by PLATFORM

ECGD AND THE BTC PIPELINE—SUBMISSION OF 14 JULY ON TECHNICAL STANDARDS AND MANAGEMENT SYSTEMS

  The further evidence submitted by the Baku Ceyhan Campaign to the Trade & Industry Committee on 14 July 2004, contained a statement by the Baku Ceyhan Campaign (of which my organisation, PLATFORM, is a part), along with a statement by me, and anonymous statements by four professionals who worked on the project in Turkey. The four statements all report systemic failings, including a culture of mismanagement, technical incompetence and non-compliance with technical, environmental and safety standards. They also give a number of specific examples of elements of the construction are unsafe, and that may lead to serious environmental damage and technical failures in the pipeline.

  I understand from my colleague Nicholas Hildyard's conversation with you that any witnesses would need to make themselves known to the Committee in order for their evidence to be considered.

  I have received the permission of the four professionals to submit to you (enclosed with this letter) their original, named (non-anonymous) statements. Three of the four (Micheal Morley, Colynn Burrell and John Nakamarupinder) have requested that these statements be treated on a confidential basis. They request that if the Committee chooses to publish their statements with its report, that it publish only the anonymised versions we sent you previously. The fourth however (Dennis Adams) is happy for his name to be used.

  I asked whether providing you with these non-anonymous statements would be sufficient for the the Committee's purposes, and I should be very grateful if you would let me know as soon as possible if you need the four professionals to contact you in person, in which case I will ask them to do so.

  Three of the professionals have also given me permission to submit their curricula vitae with the statements, also on a confidential basis, to help the Committee assess their experience and expertise to speak on these matters.

  The enclosed statements correspond to those submitted on 14 July as follows:

    —  Michael John Morley (with CV)—Annex 2 of 14 July submission: Anonymised statement on violation of construction standards in Turkey, 6 November 2003

    —  Dennis P Adams (with CV)—Annex 3: Anonymised statement of senior pipeline engineer, 14 March 2004

    —  Colynn Burrell—Annex 4: Anonymised statement of pipeline manager, 2 March 2004

    —  John Nakamarupinder (with CV)—Annex 5: Anonymised statement of subcontractor manager, 23 June 2004

  I hope this will be of assistance to the Committee.

  Yours sincerely

Greg Muttitt

Memorandum submitted by Dennis P Adams

  Statement, 14 March 2004

  Resume attached.

  While employed by STA JV on spread two of the BTC Pipeline Project during the months of September and October 2003 as Engineering Manager, I had occasion to observe the failures of the contractor to support my effort, and that of the engineering department in general, in our duties of assuring that the quality of construction and of engineering work was being accomplished or performed according to international standards and best practice and technological standards.

  The failure to perform the engineering work and permit the engineering construction supervision to proceed appropriately and according to recognised and established engineering procedures:

    —  jeopardizes quality control;

    —  may cause installation of materials in regions exceeding engineering design capacity;

    —  may allow construction by methods of convenience rather than to specification;

    —  may overstress materials if not installed in an accordance within stress limitations;

    —  degrades fault tracking and repair ability;

    —  compromises environmental quality and future safety, reliability and integrity of the pipeline.

  I personally witnessed that the Contractor failed to provide the most basic and necessary tools, forms, copy equipment, software, data, information systems, equipment, office supplies, office space furniture, telephones, procedures, instructions, transportation, work planning to enable effective engineering work on the project.

  Daily subsistence provision was insufficient for the working personnel, and living and working environments were inappropriate.

  The Contractor also failed to obtain necessary and recommended subcontract services and qualified or additional personnel and, when such services were obtained, promptly degraded the ability of those resources to provide expertise by lack of payment.

  I will give specific examples that occurred in my presence.

SUBCONTRACTORS AND STAFF UNDERPAID AND UNDER-RESOURCED

  The Contractor was paying many expat personnel less than half of contract rates and paying late by 30 days or more. Turkish employees were always paid late if at all.

  The Cathodic Protection and Blasting Contractors were not being paid, compromising planning and proper design.

  The Geotechnical Contractor was not being paid, compromising the design in the karst areas.

  The Geophysical Design Consultant was not being paid, resulting in much confusion on the method of construction on the North Anatolian Fault crossing designs.

  The Engineering Manager was not being paid.

  The Contractor refused to hire recommended qualified personnel to do the engineering work and alternatively refused to hire qualified subcontractors.

  Personnel were being hired and fired at all times, resulting in poor performance from the entire project team.

  Insufficient or underrated construction equipment was a problem every day.

  Many construction consumables were being purchased below specifications to save money.

  The Contractor refused to allow the Engineering Department use of the five vehicles assigned to it to follow the engineering progress of the work. It could not send engineers to construction sites, even when they wanted them there, due to lack of vehicles and sufficient transportation.

DISORGANISED AND MISMANAGED CONSTRUCTION ACTIVITIES

  Pipe was being left up above the ditch for time periods much longer than the specifications allowed, exposing the trench to fill with foreign and non-spec materials and possible wash-outs and uncontrolled movements of the pipe.

  Trenching was progressed in wet areas, despite the lack of sufficient pumps for water control and flooding, and sedimentation over farming areas was often the result.

  The contractor was not accomplishing a proper detailed investigation into actual subsurface conditions before digging, lacked a metal detector, cut water line supplies to villages that could easily have been avoided.

  Construction machine breakdown was basically completely out of control. Documentation was uncontrolled and disorganised.

  Inexperienced personnel were being employed with no time for training or proper supervision.


ENGINEERING AND DESIGN PROBLEMS

  There were many questions outstanding on proper burial depths, well after much of the pipe was installed.

  Pipeline burial depths at overbends and changes of direction were never checked for the prevention of upheaval buckling effects.

  Obviously, the engineering of the fault crossings should have been totally completed before construction was initiated in any of the fault areas. It is absolutely intolerable to think that the construction contractor should propose the final method to use for such crossings.

  The use of so many pipeline wall thicknesses, where normally only three or four would be used, was questioned severely during the design based on complicated logistics and placement during construction, number of automatic welding equipment set-up changes and safety of the thinner wall pipe when buried at increased depths.

  I am not sure of the final locations of the block valves, but during the design many of them were located by use of a computer program based solely on the calculated volume of oil contained between the isolatable pipeline segments. The actual locations, to my knowledge, were never reviewed by a competent engineer which resulted in several block valves in completely inappropriate locations; some virtually at the peaks of the mountains.

ENVIRONMENTAL AND SAFETY VIOLATIONS

  Environmental Engineering Supervisor was intimidated and badgered by a contractor manager to compromise environmental certifications of the camp wastewater treatment plant.

  Safety violations were occurring at all times, including workers in deep unprotected and unstable excavated areas. Trench boxes were not being used when there were personnel working in unstable areas of the trench.

  When forced to comply with safety standards, quick rig modifications were made which were often less safe than the original equipment configuration. Roll bars were required to be installed in ATV equipment, so several vehicles were fitted with roll bars in the interior of the vehicle. The bars themselves were field fabricated, not approved by the vehicle manufacturers and actually were less safe because they increased the probability of head injury during an accident.

LIVING AND WORKING CONDITIONS

  The Contractor failed to pay the caterer, resulting in three days of one loaf of bread, one tomato, one cucumber for lunch and dinner.

  The mess hall did not meet health standards.

  The Contractor failed to pay camp generator rental, resulting in electricity outages and cold temperatures in accommodation quarters.

  There was a lack of hot water facilities for personal hygiene.

  The contractor was not paying hotel bills, and was banned from quartering personnel in the (two local hotels). This overloaded camp resources.

  There were a number of local businesses not being paid, resulting in worker unrest, medical strikes, near bankruptcy and at least one armed owner of a failing business entering the construction camp and threatening the STA business manager.

  That's probably enough to give you an idea of how the work was being done. As such, I don't have much hope for the future integrity or proper maintenance and operation of a pipeline of this kind of size and importance being primarily sponsored by one of the largest petroleum companies in the world. It is quite obvious that they are not in control of the Turkish section of this pipeline.

14 March 2004

Resume of Dennis P Adams

29 YEARS OF PIPELINE PROJECTS ENGINEERING, OPERATION, CONSTRUCTION

PERSONAL DATA:

  Education: University of Texas Arlington

  Marital Status: Married

  Degree: BS Civil Engineering 1975

  Nationality: United States

  Professional Licences: Texas Engineering Registration

  Languages: English & Spanish

  Interests: Private Pilot, Scuba Instructor, Fishing, Sailing

1/04 TO PRESENT : ABV ROCK GROUP KB, RIYADH, SAUDI ARABIA

Title: Project Pipeline Consultant

  Pipeline design management consulting for international engineering co. subcontract. Construction, equipment and operational method troubleshooting and recommendations of corrective actions. Pipeline hydraulic simulation and operational philosophy optimization and improvement. Prime responsibility for five pipelines in various regions of Saudi Arabia in desert, city and mountainous environments for a confidential client. Projects incorporate combined operations of two primary proponents of dissimilar operational interests and their connecting pipelines, bulk plants, marine terminals and refineries with five massive underground storage plants.

09/03 TO 10/03: STREICHER, TIMMERMAN & HAASTADT, ALARKO, GUYASIL, STA JOINT VENTURE/ERZINCAN, TURKEY

Title: Construction Engineering Manager BTC Pipeline Project Lot B

  Engineering Manager for the construction of the BTC467 Km (280 mi) of 42 inch diameter crude oil pipeline in central Turkey. Responsible for the application of engineering principals of the detailed design to difficult and specific situations encountered along the construction route, involving the crossing of the North Anotolian fault, Karst areas, numerous archaeological sites, access road locations and steep slopes in mountainous terrain to 2,800 m elevations in erosion prone soils and maintaining the work within contract requirements. Preparation of as-built drawings, Document Control Department, engineered installation quality, change orders, work method statements, access road and pipe storage yard locations, construction camp design and maintenance and the installation of 34 block valve stations, all material approvals, cathodic protection, and over 1,000 river and road crossings. Resigned when STA-PENTOM, Energie Projects Ltd, Jersey defaulted on contract salary payments.

9/01 TO 6/02: UNIVERSAL-ENSCO/ATLAS, ANKARA TURKEY

Title: BOTAS Engineering Representative/BTC Pipeline Project

  Assigned as BOTAS client representative to engineering contractor designing the Baku-Tbilisi-Ceyhan Pipeline Project consisting of 1,070 km, 46, 42 and 34" diam. crude line, flowrates 100K-1,000K BOPD, elev to 2,830 m with four pump stations, 56 block valve sites and a pressure reduction station. Review and checking of engineering work including scheduling, geophysical investigations of faults, landslides and karst areas, 260 archaeological sites tracking and recommending route changes throughout Turkey. Review of alignment sheets, river and highway crossings, pipe stresses, hydraulics, RoW reinstatement procedures, material and construction specifications and construction package bid analysis.

2/97 TO 9/01: ABV ROCK GROUP KB, RIYADH, SAUDI ARABIA

Title: SR Principal Pipeline Project Engineer

  Project Engineer for final engineering and construction of 240 km 14" multi-product pipeline system including a marine terminal and supply pump station, two booster stations, storage plant connection and design modifications to receiving area at the distribution station in southwestern mountain region of Saudi Arabia.

  Construction through extreme geological conditions with steep slopes and deep wadi crossings. Securing final client approvals, construction approval, field design revisions, final permitting, siting of block valve stations, government safety evaluation, alignment revisions, road crossing stress analysis, dynamic foundation design, anchor block stresses, wash out reinstallations and erosion prevention. Projects included pipeline, right-of-way and fiber optic cable installation involving construction from 0 to 2,820 meter elevations with numerous highway and deep wadi crossings and a 12 km long tunnel at 2,800 meter elevation.

  Equipment bid analysis and technical review of all pipeline system components. Secured client approval for Saudi Aramco first use of vibro-flotation soil treatment (stone columns) and dynamic pump foundation designs at seismically active region of costal supply terminal. Secured HCIS approvals for 240 km Pipeline installation.

  Extensive Stoner Pipeline Simulator final hydraulic modeling and operation sequences of 6 pipelines, refinery supply systems, storage plants and bulk distribution plants all including analysis of transient flows and pressures. Specific transient condition simulations to solve pipeline control system initiated shut downs. Beta testing and integration of Stoner's SynerGee Schematic with Stoner Pipeline Simulator. And development of ActiveX Tank Display for use within SynerGee programming environment.

  Pipe Stress analysis programming for rapid hydrotesting verifications with 0-45 C temperature changes including finite element heat flow modeling through soils.


7/96 TO 7/97: GULF INTERSTATE ENGINEERING, PUERTO LA CRUZ, VENEZUELA

Title: Sr Principal Pipeline Engineer—Assistant Pipeline Project Manager Puerto La Cruz, Venezuela Office

  Conoco-Maraven's Venezuela extra heavy oil project. Thermo-hydraulic transient design, pump sizing, and start-up and shut-down analysis of a 240 km 36" heavy oil pipeline 750 MBOPD at 190°F and a 150 MBOPD 20" diluent pipeline using Stoner's Pipeline Simulator including modeling of transfer pumps and station valves and piping. Additionally accomplished route selection, alignment sheets, block valve stations, erosion protection, road and river crossings, material lists and supervised all pipeline drawing production.

9/91 TO 1/96: ABV ROCK GROUP KB, RIYADH, SAUDI ARABIA

Title: Principal Pipeline Project Engineer

  Planning of 3,000 km system of multi-product diesel, gasoline and jet fuel pipelines, fuel receiving stations, distribution terminals and storage plants for a national strategic fuels storage and distribution program Simulated operations of multiproduct systems batching, storage, turnover and distribution operations to confirm adequacy of entire system civil and strategic objectives.

  Region five and Region six: Project Management of Detailed Design contracts with Aker, Snamprogetti and ACEC/Stone and Webster for the design of three pipeline systems totaling 400 km of pipelines, marine terminals in Jeddah, Riyadh and Jizan, supply pump stations through desert, mountain and dense city regions. Projects included underground booster stations and receiving stations, underground storage plants, distribution pump stations connecting with Aramco refineries and marine terminal facilities, the storage plants and the receiving areas at both civilian and military distribution terminals.

89-91: NORTHERN ENGINEERING, INC, HOUSTON, TX

Title: Manager Civil Engineering Department

  Started the department from myself to a staff of 25. Responsible for department organization and budget, project proposals, staffing and technical requirements for the design of cogeneration power plants and related fuel pipelines, compressors, meters and gas fuel switching stations.

1989: WILCREST ENGINEERING CORPORATION, HOUSTON, TX

Title: Senior Project Engineer—Contracted To Transco Pipeline Company

  Civil engineering involved design of offshore platform pipeline risers, cantilevered deck extensions and addition of helicopter landing decks. Civil Project Engineer for Permit planning, conceptual and initial detail design of a 12,000 HP compressor station.

87-88: TRANSAMERICAN NATURAL GAS CO, LAREDO, TX

Title: Sr Principal Pipeline Engineer

  As the sole engineer for 750 MMSCFD, 562 well gas gathering and transmission system with 860 mi of pipelines. I was responsible for engineering design, technical operations and construction of all treating, compression facilities, metering stations and all gathering and mainline pipelines. Duties included both design, construction, commissioning, and start-up of pipelines, compressor stations, gas treating systems and metering stations.

86-87: OVERSEAS BECHTEL, INC, BOGOTA, COLOMBIA SA

Title: Senior Start-Up Engineer

  Start-up, commissioning and operations of 200,000 BOPD Caño del Norte Pipeline from initial dewatering, commissioning of production treating plants and power generation stations, tank farms, pump stations and the sales meter station and offshore buoy. Work involved mechanical completion checks of all equipment and circuits, testing all equipment, initial run-ups and rectification of faults, training local operators and turnover of all systems. Operator of metering station and ship loading via pipeline to offshore buoy system.

84-85 PIPE LINE TECHNOLOGISTS, HOUSTON, TX

Title: Senior Pipeline Engineer

  Design of pipeline risers for offshore platforms, sub-sea pipeline connections and underwater hot taps, 550 miles of offshore deepwater pipeline survey, capacity determinations of existing crude transportation infrastructure through private pipeline systems for use by DOE Strategic Petroleum Reserves.

83-84 GLOBAL ENGINEERING (USA), INC, HOUSTON, TX

Title: Senior Pipeline Engineer

  Design of pipelines, plant piping, oil and natural gas gathering systems and treating stations, tanks, pump stations both on and offshore. Design of a marine tanker unloading and fuel distribution terminal.

77-83 NORTHERN NATURAL GAS CO, HOUSTON, TX (NOW ENRON)

Title: Civil-Structural Engineer—Pipeline Engineer

  Project Engineering work included the development of engineering and construction schedules, permit activities, administration and on site supervision of geotechnical, on and offshore surveys and construction services subcontracts. Detailed Engineering work included sizing of pipeline diameters, flow analysis, material specification and requisition, permit documents, pipeline anodes, corrosion and weight coatings, pipe stress analysis, sub-sea stability, free span and vortex shedding effects, lay stresses and pipeline riser design for some 20 offshore pipelines in the Gulf of Mexico and nine large onshore projects throughout the mid-western USA.

75-77: FLUOR ENGINEERS AND CONSTRUCTORS HOUSTON, TX

Title: Structural Engineer

  Design of petrochemical structures, pipe stress, pipe racks and general structural design of compressor foundations, river docks, pipe racks, maintenance buildings, garages, fire stations, process structures, office buildings and warehouses.





 
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