NACE Senior:

1.1. Review of existing documentation;

1.2. Site inspection of the Structures' manufacturing location, carried out by a Consultant/Inspector NACE Level 3 Certified, with a view to identifying the current conditions of the steel structure;

1.3. Field Inspection and Testing, by sampling, to verify the characteristics of the applied paint film, including, but not limited to:

1.3.1. Sampling measurement of Total Film Thickness with a Type II gauge, by Non-Destructive method, according to SSPC PA-2;

1.3.2. Thickness measurement of the layers, by Destructive method - PIG device;

1.3.3. Verification of the substrate's Anchorage Profile, by Method C of the ASTM D 4417 standard;

1.3.4. Tensile Adhesion Test with Type V Pull-Off Gauge, Method B of the ASTM D 4541 standard;

1.3.5. Test for identification of Soluble Salts on surfaces, meeting the ISO 8502-6 and ISO 8502-9 standards.

1.4. Issuance of Technical Opinion ? Current Condition of Existing Paint, Technical Bases and Specification Requirements for Corrective Measures and Paint Repairs;

1.5. Review and Approval of the Execution Procedure (issued by the Contractor);

1.6. ITP - Inspection and Test Plan proposition for the project;

1.7. Final Report of the Inspection and Diagnostic work

1. Review of ALBEMARLE's Technical Specifications, Linings and Coatings TDS,
2. Participation in Remote Technical Meetings
3. Document Preparation
   1. User's Basic Requirements Specification for Concrete Retaining Dikes Lining
   2. Inspection and Testing Plan

1. Documentary analysis of available data from the manufacturing, maintenance, and operation;
2. Visual inspection, thickness and other field tests, and photographic documentation on site.
3. Samples collection for Lab Analysis;
4. Inspection Report of Gas Scrubbers ? Stage 1 and 2
5. Technical Opinion on Operational Feasibility based on Test and Trial Laboratorial Results
6. Best Practice Recommendations

1. Data collection, translations and planing;
2. Evaluation of processes;
   1.  on-field (QP-1) at VALE - CARAJÁS Minining site, and OMEGA's Headquarters - Parauapebas
   2.  Shop (QP-3) - at OMEGA's facilities - Parauapebas 
3. Best practice recommendations; 
4. Internal audits.

NACE Level 3 Certified Inspector with PCS-SSPC certification conducted sample inspections at pre-selected locations by ENEVA and LNDC for integrity inspection of steel structures and equipment of the three units of the Porto Sergipe I Thermoelectric Power Plant.

• Total film thickness measurement with Type II gauges, using a Non-Destructive method, according to SSPC PA-2;
• Thickness measurement per layer, with a PIG device, using a Destructive method;
• Verification of the substrate anchorage profile, using Method C of the ASTM D 4417 standard, after chemical paint removal;
• Tensile adhesion test with a Type V Pull-Off gauge, Method B of the ASTM D 4541 standard;
• Test for identification of soluble salts on surfaces, meeting the standards ISO 8502-6 and ISO 8502-9;
• Discontinuity/Porosity Test (Holiday Test), according to NACE SP 0188 standard
• In addition to the inspection, some solution samples were collected from the surfaces using the Bresle Method (ISO 8502-6 standard) for analysis at the LNDC laboratory, in order to verify the presence of total salts and/or chlorides deposited on the inspected surfaces.

Consulting and Auditing, aiming at Compliance and Qualification of the PAINTING Process, according to the prescriptions of the NORSOK Standard M-501:

1. Verification of Conformity of the planning, execution, inspection and documentation of the Paint Application Systems to the NORSOK M-501 Standard;
2. Revision of Painting Procedure for the specified Painting Systems, in accordance with the Painting Process Qualification System of the NORSOK M-501 standard and TR0042 Ver 8-01, for the WEG-Energia JGS Unit;
3. Inspection and documentation of the application of paints on the Test Specimen and Equipment of the Project to meet item 10.3.2 of the NORSOK M-501 standard.

• Investigation of probable causes and failure analysis of the internal lining at the bottom cargo tanks of the FPSO CIDADE DE ANCHIETA
• On-site inspection, diagnosis, Laboratory Tests and recommendations Report issued by a Corosion Specialized Multidisciplinary Team 

Corrosion Analysis of steel structures and fixing elements of a solar tracking system installed at the Floresta Photovoltaic Complex, located in the Municipality of Areia Branca, Rio Grande do Norte (RN) - Brazil.

1. Projects, Procedures and Installation History of the Metal Elements;
2. Technical Specification of Anti-corrosion Protection, Data-Book of the work; ? Initial/Intermediate Reports of PHASE 01, and any relevant technical communications existing between the parties involved.

Technical visit to the site, carried out by Certified Inspectors, Specialists in Corrosion and Cathodic Protection, with a view to identifying the current conditions of the Structure.

Consulting for the recommendation of Rehabilitation Measures

a) Propose possible solutions for potential corrosion/service life problems encountered.

b) Estimate the service life of the plant after each chosen solution (from a structural/corrosion point of view).

c) Estimate the cost of these solutions.

Inspection Plan for on site periodic Inspections

• Inspection planning
• FRP installation supervision
• Quality assurance
• Coating systems verification

Medium-sized screw pumps coating, according to a Coating Plan, which must meet the requirements of the NORSOK M-501 Standard, manufactured at the NETZSCH - Brasil Plant in Pomerode (SC).

Inspection and documentation of the coating application on the equipment covered by the EPTEC/ ER 304 NORWAY project.

Steel structures and equipment of the SHIP LOADER installed at the VALE Terminal at Pier IV of the Port of São Luís, MA.

1. Site inspection of the Structures and Equipment installation site, carried out by NACE 3 Certified Consultants - Inspectors to identifying the current conditions of the structure and  characterization of the probable causes of premature failures;
2. Inspection and Field Tests to verify the characteristics of the applied coating film (thickness, adhesion, and others);
3. Issuance of a Technical Report ? Current Condition of the Existing Paint