FA890321Q0001 Atch 1 - Revised PWS 19 Jan 22.pdf

Attachment 1

19 January 2022

Statement of Work (SOW)

AIR FORCE CIVIL ENGINEER CENTER (AFCEC)

PERFORMANCE WORK STATEMENT

FOR

OUT-OF-SERVICE EEMUA 159 INSPECTIONS OF

ABOVEGROUND STORAGE TANKS

AT

Thule AB Greenland

Statement of Work (SOW)

TABLE OF CONTENTS

1.0 GENENERAL INFORMATION

1.1 INTRODUCTION

1.1.1 HOST NATION SUBCONTRACTOR EFFORTS

1.2 PHOTO DOCUMENTATION

1.3 NOTIFICATION REQUIREMENTS (A03)

1.4 WORK SITE COORDINATION (A04)

1.5 UNFORESEEN SITE CONDITIONS (A05)

1.6 PERFORMANCE TIMEFRAME REQUIREMENTS

1.7 SCHEDULE (A010)

1.8. STAKEHOLDER TELECONFERENCE (A08)

2.0 PLANS AND COORDINATION DELIVERABLES

2.1 WORK PLAN (WP) (A09)

2.2 HEALTH AND SAFETY PLAN (HSP) (A09A)

2.2.1 SAMPLING PLAN (A09B)

2.3 QUALITY CONTROL PLAN (QCP) (A020)

2.3.1 CONTENT OF THE QCP

3.0 REPORTS AND MEETINGS

3.1 MEETING/TELECONFERENCE SUPPORT (A012)

3.2 CONTRACTOR’S PROGRESS, STATUS, AND MANAGEMENT REPORT (CPSMR) (A011)

3.3 SITE CONDITIONS REPORT (A07)

3.4 SUMMARY OF FINDINGS (A013)

3.5 EEMUA INSPECTION REPORT (A014, A014A)

3.6 Daily/ Reports (A017)

4.2 QC Manager (QCM)

4.3 Contractor and Subcontractor Qualifications

Appendix A Statement of Requirements (SOR) Summary – Options/Tank List Appendix B Internal Tank Cleaning Requirements Appendix C Tank Inspection Checklist Appendix D Inspection Report Format Appendix E Contractor’s Progress, Status, and Management Report - Minimum Requirements for Reporting Appendix F List of Applicable Documents of Regulations and Guidance Appendix G Government Furnished Material, Information, or Equipment Appendix H Fitness for Service Letter Template Appendix I Tank Status Definitions For Acceptance Appendix J Travel Summary and Quarantine Details Appendix K Performance Requirements Summary

1.0 GENENERAL INFORMATION

1.0 GENENERAL INFORMATION

1.1 INTRODUCTION

1.1.1 HOST NATION SUBCONTRACTOR EFFORTS

1.2 PHOTO DOCUMENTATION

1.3 NOTIFICATION REQUIREMENTS (A03)

1.4 WORK SITE COORDINATION (A04)

1.5 UNFORESEEN SITE CONDITIONS (A05)

1.6 PERFORMANCE TIMEFRAME REQUIREMENTS

1.7 SCHEDULE (A010)

1.8. STAKEHOLDER TELECONFERENCE (A08)

2.0 PLANS AND COORDINATION DELIVERABLES

2.1 WORK PLAN (WP) (A09)

2.2 HEALTH AND SAFETY PLAN (HSP) (A09A)

2.2.1 SAMPLING PLAN (A09B)

2.3 QUALITY CONTROL PLAN (QCP) (A020)

2.3.1 CONTENT OF THE QCP

Statement of Work (SOW)

3.0 REPORTS AND MEETINGS

3.1 MEETING/TELECONFERENCE SUPPORT (A012)

3.2 CONTRACTOR’S PROGRESS, STATUS, AND MANAGEMENT REPORT (CPSMR) (A011)

3.3 SITE CONDITIONS REPORT (A07)

3.4 SUMMARY OF FINDINGS (A013)

3.5 EEMUA INSPECTION REPORT (A014, A014A)

3.6 Daily/ Reports (A017)

4.2 QC Manager (QCM)

4.3 Contractor and Subcontractor Qualifications

Appendix A Statement of Requirements (SOR) Summary – Options/Tank List Appendix B Internal Tank Cleaning Requirements Appendix C Tank Inspection Checklist Appendix D Inspection Report Format

SECTION

Signature Page Executive Summary Table of Contents List of Appendices List of Acronyms and Abbreviations

1.0 INTRODUCTION

1.1 PURPOSE

2.0 REFERENCES

2.1 AMERICAN PETROLEUM INSTITUTE (API)

2.2 AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

2.3 CODE OF FEDERAL REGULATIONS (CFR)

2.4 NACE INTERNATIONAL: THE CORROSION SOCIETY (NACE)

2.5 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

2.6 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

2.7 UNIFIED FACILITIES CRITERIA (UFC)

2.8 UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

2.9 DEPARTMENT OF DEFENSE (DOD) STANDARD DESIGNS

3.0 TANK DESCRIPTION

4.0 (1) INSPECTION RESULTS

4.1 SECONDARY CONTAINMENT

4.2 FOUNDATION

4.3 CATHODIC PROTECTION

4.4 BOTTOM

4.5 SHELL

4.6 SHELL APPURTENANCES

4.7 ACCESSWAYS

4.8 INTERNAL FLOATING ROOF

4.9 FIXED ROOF

5.0 RECOMMENDATIONS FOR COMPLIANCE WITH API STANDARD 653

6.0 RECOMMENDATIONS FOR COMPLIANCE WITH OTHER REFERENCES

6.1 SECONDARY CONTAINMENT

6.2 FOUNDATION

6.3 CATHODIC PROTECTION

6.4 BOTTOM

6.5 SHELL

6.6 SHELL APPURTENANCES

6.7 ACCESSWAYS

6.8 INTERNAL FLOATING ROOF

6.9 FIXED ROOF

7.0 (2) SERVICEABILITY

APPENDIX A ENGINEERING CALCULATIONS

APPENDIX B ENGINEERING DRAWINGS

APPENDIX C ENGINEERING & NDE DATA

APPENDIX D (3) TANK HISTORICAL REVIEW

APPENDIX E EEMU 159 CHECKLISTS FOR TANK INSPECTIONS

Statement of Work (SOW)

APPENDIX F PHOTOGRAPHS

APPENDIX G SECONDARY CONTAINMENT INSPECTION REPORT

APPENDIX H DETAILED REPAIR COST ESTIMATES AND DD FORM 1391S

APPENDIX I COATINGS LAB SAMPLE RESULTS AND H&S ANALYSIS REPORT

Appendix E Contractor’s Progress, Status, and Management Report - Minimum Requirements for Reporting Appendix F List of Applicable Documents of Regulations and Guidance Appendix G Government Furnished Material, Information, or Equipment Appendix H Fitness for Service Letter Template Appendix I Tank Status Definitions For Acceptance Appendix J Travel Summary and Quarantine Details Appendix K Performance Requirements Summary

1.0 GENENERAL INFORMATION

1.1 INTRODUCTION

The purpose of this requirement is to provide EEMUA 159 inspection documentation on aboveground fuel tanks located at Thule AB, Greenland. The Contractor shall provide all labor, supervision, transportation, supplies, vehicles, tools, materials, facilities, equipment and incidentals necessary to conduct work described in this Performance Work Statement. The Contractor shall comply with all applicable, federal, state, and local statutes, instructions, manuals, handbooks, regulations, guidance, policy letters, and rules (including all changes and amendments), and Presidential Executive Orders, in effect on the date of issuance of the award, Unified Facilities Criteria (UFC), and Unified Facilities Guide Specifications (UFGS). The Contractor shall also comply with all applicable host nation statutes and agreements.

(Refer to Appendix F, List of Applicable Documents, Regulations, and Guidance) The Contractor shall provide EEMUA 159 inspection services to the government on the tanks listed in the PWS.

There are several mandatory positions with specific experience requirements for this requirement. Detailed descriptions of each are outlined in section 4.0 to include the following:

Certified EEMUA 159 Inspector QC Manager

1.1.1 HOST NATION SUBCONTRACTOR EFFORTS

In order to manage work on Thule Air Base (AB), a service agreement will be required to assist in logistics required in this requirement. Vectrus Services (VS) is currently the maintenance contractor for Thule AB and the only contractor physically located at Thule AB. Vectrus Services has provided a listing of equipment they can provide at an agreed to rate. Appendix J of this PWS has a variety of details that will assist the contractor, including a Vectrus Service Agreement Example and Vectrus Service Price list. The Base Operations Support (BOS) contractor, Vectrus Service, may be utilized for a limited amount of materials and equipment, and various services. The Contractor will pay VS directly for these items. VS can provide truck rentals, unload/load containers, Statement of Work (SOW) transportation of materials/equipment to storage, temporary storage, tank decommissioning, waste disposal for sludge and rinsate, crane services, and tank re-commissioning. VS can provide limited support only as regards truck rentals, and crane service and only on a noninterference basis with the VS contract. Any questions should be directed to the Contracting Officer (CO) and the Contracting Officer Representative (COR) at AFCEC. See Table of Deliverable (A01). This document will be delivered to the CO within 60 days of award. If an extension to the 60 days is needed, the contractor shall request the extension no later than 30 days prior the due date.

1.2 PHOTO DOCUMENTATION

Prepare digital photo documentation as necessary to enhance the daily reporting activities (Table of Deliverables A017), both draft and final EEMUA 159 reports (Table of Deliverables A014 and A014a)), unforeseen site conditions (Table of Deliverables A05), and any mishap related actions (Table of Deliverables A03). Coordinate photography of any kind through the installation, customer, or facility Point of Contact (POC). See Table of Deliverables (A02 and A017).

1.3 NOTIFICATION REQUIREMENTS (A03)

The Contractor shall notify the CO and COR of critical issues that may affect the contract performance and/or human health and the environment as soon as possible (normally within 24 hrs.). Types of issues that require notification include, but are not limited to, health risks, spills, unexpected utility crossings, unusual weather conditions, unacceptable materials, changes in critical personnel, and Unexploded Ordnance (UXO).

As an example, if unanticipated UXO are discovered during field activities, the Contractor shall immediately stop work, report the discovery to the base POC and COR, and implement the appropriate safety precautions. Commencement of field activities shall not continue until clearance was received from the CO. On critical issues, oral notification shall be made immediately, followed by written notification as soon as practical but no later than 3 days unless an extension is requested to the COR. See Table of Deliverables A003.

1.4 WORK SITE COORDINATION (A04)

Coordinate work site activities to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. The Contractor shall conduct work in compliance with the installation environmental policy, in accordance with (IAW) installations environmental management system (EMS), and with respect to the significant aspects and environmental action plans (EAPs) of the installation. The Contractor shall comply with Occupational Safety and Health Administration (OSHA) safety and health regulations and local safety office requirements. The Contractor shall provide the CO copies of any OSHA report(s) or host nation safety and health report(s) submitted during the duration of the TO. For work at overseas locations, the Contractor shall comply with host nation laws and regulations regarding safety and health, which includes the U.S. Army Corps of Engineers (USACE) Safety and Health Requirements

Statement of Work (SOW)

Manual, EM 385-1-1.

Specifically, coordinate work site activities with applicable existing base or area operations. Examples of the offices/departments the Contractor shall coordinate activities that include, but not limited to the following. See Table of deliverable A004

TABLE 1. WORK SITE COORDINATION

EMERGENCY AND

PROTECTION SERVICES REGULATORY ENTITIES

Police/Security Federal Regulators Fire Department Federal Aviation Hazardous Materials Operations Administration Safety Local and State Regulators Utilities Water Fuels Maintenance shop

BASE OPERATIONS COMMUNICATION

Base Civil Engineer Pass and Identification Worksite coordination CE Real Property DD Form 1354 actions

CEV (Environmental) Hazmat disposal Transportation LRS personnel or Vectrus Fuels Management Fuels Operations (product quality, removal of tank bottoms)

1.5 UNFORESEEN SITE CONDITIONS (A05)

The Contractor shall promptly advise the CO and COR of significant, unforeseen site conditions affecting this contract within two working days (48 hrs.) of the event. The Contractor shall take appropriate measures to obtain clarification of any direction or contract requirement which is not fully understood and incorporate such information into the work being performed. See Table of Deliverables A05

1.6 PERFORMANCE TIMEFRAME REQUIREMENTS

The contractor shall begin performance (submittals, work plans etc.) at a minimum within 10 calendar days of award. Site location visit must be approved by the Contracting Officer and Thule leadership as this location is remote and personnel and air travel controlled by Thule leadership as needed..

1.7 SCHEDULE (A010)

The contractor shall develop and update an overall project schedule for all site activities.

Schedules shall be cost loaded and show the early and late start and finish dates, actual start and finish dates for each activity as well as any available float. Each visit to be conducted at the installation shall be an activity on the schedule. Subcontractors shall be identified within each activity they are associated with.

Schedules shall be prepared using Microsoft Project, Oracle Primavera, or equivalent scheduling software. Schedules shall be uploaded into RMS monthly utilizing an .sdef file format. The contractor shall submit the schedules for government approval in accordance with UFGS section 01 33 00 Submittal Procedures.

Statement of Work (SOW)

Schedules are submitted for government approval. Any changes to the schedule must be submitted for approval to the CO or COR by the authorized contractor representative.

The Contractor shall provide a submittal a schedule of planned work activities submitted within 30 days of award (See Table of Deliverables A010). This will include at a minimum:

Mobilization Travel of Personnel Equipment slated for air shipment to Thule AB COVID 19 Quarantine of personnel Tank draining preparations, Tank safe procedures Lead Based Paint survey Hex-Chrome survey Asbestos Testing Verticality of Round Survey EEMUA 159 inspections Secondary Containment Assessment Demobilization.

1.8. STAKEHOLDER TELECONFERENCE (A08)

The Contractor shall prepare for and participate in a stakeholder teleconference to discuss the inspection findings for each tank. This action shall be accomplished within 72 hours (3 days) of tank inspection completion. The stakeholder teleconference shall identify critical issues and discuss each issue with key personnel from AFCEC, DLA E, Air Force Petroleum Office (AFPET), and MAJCOM. The Contractor shall respond to stakeholder comments prior to or during each teleconference. The Contractor shall be responsible for taking accurate notes and generating meeting minutes after discussions have concluded for each teleconference. The minutes shall indicate ALL tank deficiencies, both mandatory and recommended. Ensure minutes are submitted to the CO and COR within 5 business days after the Government provides a compiled list of comments from stakeholders during the teleconference is provided. The Contractor shall revise and resubmit the Deficiency List Spreadsheet (DLS), based on the results of the design review teleconference within 5 business days.

2.0 PLANS AND COORDINATION DELIVERABLES

The Contractor shall travel to the installation(s) to collect any and all site information required to complete the inspections of fuels facilities noted in Appendix A. The Contractor may utilize the government furnished information (GFI) or previously collected information to the extent possible. The existing data may include, but not

Statement of Work (SOW) limited to, site data and as-built, photographs, specifications or Major Command (MAJCOM) specific guidance, and analyses. The Contractor shall also arrange for and travel to Thule AB in order to perform tank inspections.

(Refer to Appendix A, Statement of Requirements; Appendix G, Government Furnished Material, Information, or Equipment)

2.1 WORK PLAN (WP) (A09)

The Contractor shall prepare and submit a WP with a narrative description of all task activities and assumptions. The WP shall include a Health and Safety Plan (HSP)(A09a) , Sampling and Analysis Plan (A09b), Work Breakdown Structure (WBS) and synopsis of coordination of involved parties, including Base Civil Engineer and Environmental departments, installation officials, MAJCOM representatives, CO, and COR. See Table of Deliverables A09, A09a, A09b (Refer to Appendix B, Internal Tank Cleaning Requirements)

(Refer to Appendix D, EEMUA 159 Inspection Report Format)

2.2 HEALTH AND SAFETY PLAN (HSP) (A09a)

The Contractor shall prepare an HSP to comply with Air Force, USACE EM 385-1-1, OSHA, USEPA, state, host nation, and local health and safety regulations (including Quarantine procedures) for the proposed work effort. Utilize to the fullest extent possible any existing related HSP, tailored specifically to the current effort. For work at overseas locations, the HSP shall also comply with host nation laws and regulations. Address applicable components of 29 Code of Federal Regulation (CFR) 1910.120 using host nation laws and regulations. Use United States (US) Environmental Protection Agency (EPA) or host nation guidelines, to designate the appropriate levels of protection needed at the study site(s) as applicable. Maintain written certification that the approved HSP has been reviewed with all personnel who work at the project site prior to their mobilization. The HSP must be approved by the CO before any travel for site survey work at the installation. Plan will be submitted within 30 calendar days after award.

See Table of deliverables A09, A09a, and A09b)4.2

2.2.1 SAMPLING PLAN (A09b)

As part of the Health and Safety Plan (A09a). The contractor will include a breakout of procedures, and processes that will accommodate all the necessary protocols for sampling of lead based paint, Hex chrome and asbestos containing materials See Table of deliverables A09b)

2.3 QUALITY CONTROL PLAN (QCP) (A020)

The QCP shall be submitted to the government in accordance with 01 33 00 Submittal procedures

Statement of Work (SOW)

NOTE: NO ON-SITE WORK SHALL BE PERMITTED TO BEGIN UNTIL

AFTER ACCEPTANCE OF THE QCP.

2.3.1 CONTENT OF THE QCP

Include, as a minimum, the following to cover all operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, consultants, and any other entity performing work on behalf of the contractor:

a. A description of the overall project management organization to include Project Managers, Project Coordinators, Safety Manager, QC Manager, Safety Competent Qualified Individuals, and any other project personnel along with lines of authority. This should be displayed in an organizational chart.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a QC function.

c. A copy of the letter to the Safety Manager and QC Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the Safety Manager and QC Manager, including authority to stop work which is not in compliance with the contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the Safety Manager and QC Manager. Copies of these letters must be furnished to the Government. This letter shall state that the Safety and QC Managers have the authority to stop work due to safety concerns

d. Reporting procedures including proposed reporting formats.

e. Deficiency reporting and tracking procedures.

3.0 REPORTS AND MEETINGS

3.1 MEETING/TELECONFERENCE SUPPORT (A012)

The Contractor shall attend and/or support meetings and teleconferences with various government stakeholders. Typical meetings include a post-award kickoff meeting, site visit in-brief and out-brief, and stakeholder calls/design review teleconferences for each design iteration. Other meetings may be necessary to exchange information concerning current and future activities. With the exception of the site visit in-brief and out-brief, all other meetings may occur via teleconference. The Contractor shall provide presentation materials for meetings, an agenda for the in-brief and out-brief meetings, minutes of all meetings, lists of inspection findings (e.g., summary of findings), cost ROM for required repairs, and photos, as necessary, to convey understanding inspection findings. See Table of Deliverables (A012)

3.2 CONTRACTOR’S PROGRESS, STATUS, AND MANAGEMENT REPORT

(CPSMR) (A011)

The Contractor shall prepare and submit a monthly CPSMR. The CPSMR shall identify the progress of the project, along with any existing or potential problem areas. The

Statement of Work (SOW)

CPSMR shall include a summary of the events that occurred during the reporting period, discussion of performance, identification of problems, proposed solutions, corrective actions taken, and outstanding issues. Include the updated cost-loaded schedule that shows project progress and any changes to the baseline schedule, with justification for schedule changes. See Table of Deliverables (A011) (Refer to Appendix E, Contractor’s Progress, Status, and Management Report – Minimum Requirements of Reporting)

3.3 SITE CONDITIONS REPORT (A07)

The Contractor shall perform EEMUA 159 Tank Inspection site work for the tanks identified in Appendix A, with each deliverable of the EEMUA 159 Tank Inspection Report (both draft and final) include a site Conditions Report investigations version shall also include contributing factors to the facility conditions:

a. Lead based paint survey (A07a)

b. Hexavalent Chromium (Hex-Chrome) Report (A07b)

The contractor shall sample each tank for Lead-Based Paint (LBP) (A07a and Hexavalent Chromium (Hex0Chrome) (A07b). the contractor shall sample the exterior tank issue and receipt piping coating prior to the tank block valves. Pipe wrapping in not required for sampling. The Contractor shall report results as part of the EEMUA 159 Inspection Draft and Final Report. LBP, Hex-chrome, or other toxic metals are not anticipated to be found on the fuel facilities. See Table of Deliverables A07a, A07b

c. Asbestos Containing Materials (ACM) Report (A07c)

d. Tank Verticality of Round Survey (TVRS) Report (A07d)

3.4 SUMMARY OF FINDINGS (A013)

The Contractor shall attend one on-site out-brief per tank and present the Summary of Findings to Government stakeholders the next business day after EEMUA 159 inspections are completed. This Summary of Findings document shall be presented at each installation out-brief upon conclusion of the tank assessment(s) by the accredited EEMUA 159 certified individual; it shall group inspection findings (deficiencies) IAW the categories stated in Appendix D, Details on Section 4.0 Inspection Results. This report shall become the Executive Summary in the EEMUA 159 Inspection Report. See Table of Deliverables (A013)

3.5 EEMUA INSPECTION REPORT (A014, A014A)

The Contractor shall submit a separate stand-alone report for each tank; provide an EEMUA 159 Inspection Report draft within 10 days of inspection being completed and a Final Inspection report within 14 calendar days from the receipt of Government comments for the corresponding Summary of Findings deliverable. The Contractor’s credentialed EEMUA 159 Inspector shall validate each EEMUA 159 Inspection Report.

The Government will provide review comments within 14 calendar days of receipt of the draft EEMUA 159 Inspection Report. Revisions to the EEMUA 159 Inspection Report

Statement of Work (SOW) incorporating all Government comments shall be provided within seven calendar days from receipt of the EEMUA 159 Inspection Report incorporating all Government comments shall be provided within seven calendar days from receipt of Government comments. See Table of Deliverables A014, A014a) (Refer to Appendix D, EEMUA 159 Inspection Report Format)

The EEMUA Inspection Report shall have the following information (as applicable).

(Refer to Appendix A, Statement of Requirements; Appendix B, Out of Service, (Internal) Tank Cleaning Requirements; Appendix C, Tank Inspection Checklist; Appendix H, Suitability for Service Letter Template; Appendix I, Tank Status Definitions for Acceptance)

a. Executive Summary. An executive summary that is a stand-alone document outlining equipment history, construction data, inspection procedures, and inspection results.

b. Inspection Date. The inspection date shall be specified on the cover.

c. Suitability for Service. Code Compliance, Life Expectancy Assessment, and Recurring

Inspection Certification. The Contractor shall follow next inspection interval and dates per item (m) below. All dates for future inspection intervals shall be recorded on suitability for service letter.

(Refer to Appendix H, Fitness for Service Letter Template; Appendix I, Tank Status Definitions for Acceptance)

d. Findings List. Narrative detailing inspection methods and findings.

e. AutoCAD, As-Built Drawings, and Record Drawings.

f. Digital Color Photographs. General digital color photographs to document inspection and findings as well as specific digital color photographs of conditions requiring discussion, analysis, or repair.

g. Checklist. Completed checklist per EEMUA 159. (Refer to Appendix C, Tank Inspection Checklist)

h. Corrective Action List. Narrative detailing finding deficiencies and recommended corrective action for repair.

i. AutoCAD. AutoCAD sketches of each tank and its appurtenances, illustrating floor, shell, and roof layout as appropriate for tank type. AutoCAD sketches of each tank secondary containment area illustrating berms, panels, piping, equipment, and drainage features.

j. Nondestructive Examination Data. The NDE data in tabular format including location and remaining thickness.

k. Corrosion Rate. Shell and Roof corrosion rates and remaining service life calculations shall address specific conditions found and repairs recommended to validate the next recommended inspection interval.

l. Evaluations. Foundation settlement evaluations, safe fill height evaluation, seismic and wind evaluation when applicable, and brittle fracture evaluation when applicable.

Statement of Work (SOW)

m. Next Inspection Date/s. Future inspection dates shall be accomplished IAW EEMUA 159, Fitness for Service for continued use. Dates shall be reviewed by an EEMUA 159 Appendix B, Climate Code D=Cold and Dry, (E.g. Arctic conditions). The Contractor shall provide UT readings of the shell to ensure shell corrosion rate before calculating the future 5 year date. (Each date for future inspection intervals shall be listed in the EEMUA 159 report and in the suitability for service letter). The dates that exceed 20 years based on corrosion rates shall be listed in the report and suitability for service letter;

however, for Air Force Tanks, the (Internal) Out of Service inspection future date shall NOT exceed 20 years and shall be recorded.

n. Cost Estimate Spreadsheet (A014a) Detailed cost estimates of all deficiencies shall be fully populated on a draft DD Form

1391, Military Construction Project Data and a separate detailed cost estimate spreadsheet (Microsoft Excel compatible). The cost estimate spreadsheet must contain the same recommended repair statement as the EEMUA 159 report with reference to photo # of the repair deficiency listed. This spreadsheet may be submitted with the final EEMUA 159 Report (See Table of Deliverables A014a)

3.5. 1 FUTURE (INTERNAL) OUT OF SERVICE INSPECTION DATES.

Future inspection dates shall be accomplished IAW EEMUA 159 Fitness for Service for continued use. Dates shall be reviewed by an EEMUA 159 Certified Inspector, and IAW API 579 to ensure future date calculations are based corrosion rates. The Contractor shall provide UT readings of the shell to ensure shell corrosion rate before calculating the future five-year date. (Each date for future inspection intervals shall be listed in the EEMUA 159 report and in the suitability for service letter).

(1) External Visual Inspection date EEMUA 159. Shall be accomplished IAW EEMUA 159 guidance for visual inspection.

(2) External Visual w/UT Inspection date (shell corrosion rate/ultrasonic thickness [UT]) shall be based on established shell corrosion date and verified with UT readings. The Contractor shall review previous API 653 report (See Attachments 1-4) of the tank shell to determine if shell corrosion rate was previously established; before calculating the five-year date. If the tank shell corrosion rate is not identified in previous API report/s the Contractor shall accomplish the UT readings and establish new corrosion rate and future date for UT inspection.

(3) (Internal) Out of Service Inspection date (EEMUA B.1) . Shall be established IAW EEMUA 159 guidance and established corrosion rates. For external EEMUA 159 report; the internal date can be obtained from the previous API 653 out-of-service inspection report.

(4) Ensure report lists and references inspection due dates for the tank(s) for (Internal) Out of Service Inspections.

TABLE 2. TANK INSPECTION DATE TABLE

Statement of Work (SOW)

Inspection Interval Date of Previous Inspection

Date of Next Inspection

(In-Service) External Visual (five-year)

(Out of -Service)External Visual with UT interval (Shell Corrosion Rate)

EEMUA 159 (Out of Service) Internal Inspection

3.6 DAILY/ REPORTS (A017)

The Contractor shall provide a daily report (A017) the next day once field efforts begin until completed (does not include COVID 19 Quarantine time). Each report shall include the names of individuals on-site, dates of the site visit, the intent, and a summary of what was accomplished that timeframe. Include the minutes of in-briefs and out-briefs, including participant contact information. Photos will be included for reporting references and clarity. See Table of Deliverables A017.

3.7 PROJECT CLOSEOUT (A018)

The Contractor shall prepare a Project Closeout report that provides an executive summary as a stand-alone document outlining the complete history of the project.

Provide required project closeout documentation as appendices. Submit the report and appendices to the Government in total as one submittal within 60 days of project completion. The Contractor shall note if a specific project closeout document is deemed not applicable (N/A) in the report. The 90-day project closeout documentation requirement shall not relieve the Contractor from other identified requirements or the associated submission timelines.

Submit the Project Closeout Report (A018) and related appendices to the Government POC(s) via compact disc (CD) or other agreed upon electronic storage device. The report appendices and the electronic device to which it is transferred shall include an executive summary as a stand-alone document that outlines the complete history of this project with the following attachments as appendices. See Table of Deliverables (A018).

a. Evidence of Obligation

(1) Signed Contract Award (1st page)

(2) Statement of Work (SOW), and all updated/revised SOWs

(3) All Contract Modifications

b. Evidence of Costs

(1) Invoices

(2) Other

c. Evidence of Project Closeout

(1) DD250z or Final Invoice

(2) DD1594 Contract Completion Statement

d. Evidence – Other (Shall include PDF and Native Form)

Statement of Work (SOW)

(1) Final Project Management/Design Work Plan

(2) Design Specifications

(3) Laboratory Results/Geophysical Borings/Environmental Samples

(4) Other Reports

(5) Project Schedule

4.0 PERSONNEL REQUIREMENTS

All personnel listed in this section are considered Key Personnel..

The Contractor shall provide inspection crews actively working in the field to complete the EEMUA 159 tank inspections required by this PWS.

4.1 CERTIFIED EEMUA 159 /API 653 INSPECTOR

The Certified EEMUA 159/653 Inspector shall at a minimum five years of experience inspecting fuel storage tanks. The EEMUA 159/653 Certified Inspector shall have inspected a minimum of 5 Aboveground Bulk Fuel Storage Tanks (ASTs) in the last two years. This person may be employed by the prime or a subcontractor.

4.2 QC MANAGER (QCM)

At minimum, the contractor shall provide a QCM, whom . shall be beemployees of the prime contractor. The QC organization is responsible for reviewing and certifying that submittals are in compliance with contract requirements. The approving authority on submittals is the QCM. The QCM must approve submittals prior to submitting to government for approval.

The QCM is responsible for the overall management of QC and must have the authority to act in all QC matters for the Contractor. The contractor must identify an alternate to serve in the event of the QCM's absence. The QCM and the alternate shall be approved by the government and any change in personnel shall be approved by the government.

4.2.1 QC MANAGER EXPERIENCE

Personnel must be fully qualified to oversee the onsite inspection of Bulk Fuel tanks with a minimum of 5 years’ experience in construction quality management roles.

4.3 CONTRACTOR AND SUBCONTRACTOR QUALIFICATIONS

The Contractor shall provide personnel possessing the skills, knowledge, and training to satisfactorily perform the services required by this contract. Personnel performing work under this Performance Work Statement will remain employees of the Contractor (or subcontractor) and will not be considered employees of the Government. Subcontractor personnel, if utilized, must be capable of performing position duties as if employed by the prime contractor, who will have responsibility to provide subcontracted services equivalent to prime contract personnel

Statement of Work (SOW)

4.3.1 CONTRACTOR QUALIFICATIONS

The prime contractor shall be solely responsible for the fulfillment of the requirements of this contract and will be the sole contact except as agreed to in advance. The Contractor or it’s Teaming Partner/Key Subcontractor shall have, as a minimum, the following qualifications:

a. Experience in inspection of petroleum oil facilities.

b. Working knowledge of the inspection of petroleum facilities and practices for the environmental protection requirements for petroleum facilities.

Appendix A

APPENDIX A STATEMENT OF REQUIREMENTS (SOR) SUMMARY – OPTIONS/TANK LIST

The Primary tanks to be inspected for this requirement are listed below in the FY 22 Table 1.

The first set as a priority is listed in Table 1. These tanks are the most overdue per the Government’s inspection data records (See Appendix G for API 653 Inspection records on these tanks).

The tanks listed in Table 1 must be inspected no later than 30 June 2022. If those tanks have only minimal repairs and/or can be placed back in service right away without repairs, as discussed with the Government Stakeholder(s), the Air Force intends exercise options for the contractor to inspect the next set of four tanks the following year in the spring/summer of 2023, and then the last set of four tanks in the spring/summer of 2024,by no later than 30 June of each year. This decision will be directed by the CO pursuant to the Options clause, and will be based upon tank conditions, future repairs, fuel levels, weather, stakeholder input, base support personnel workload, etc.

2022 Tanks Table 1

1 BBL = 42 GAL

Tank

Facility# BBLS Dimensions Built Renovated Last Cleaned

Condition Last Internal t API

Next Due

Internal

API

External Inspection

Product

18 30018 53,503 37’6” H x 100’ D

1951 2000 June

Excellent 2008 2018 2013 JP8

23 30023 53,503 37’6” H x 100’ D

1951 2000 June

Excellent 2008 2018 2013 JP8

27 30027 53,510 37’6” H x 100’ D

1951 2000 June

Excellent 2008 2018 2013 JP8

28 30018 53,453 37’6” H x 100’ D

1951 2000 June

Excellent 2008 2018 2013 JP8

Appendix A

2023 Options Table 2 Table 2 Tanks are exercisable options on the award that may be exercised upon the Government’s discretion in accordance with the clause’s directions. The Tanks listed in Table 2 are tanks for inspection and services that mirror all required details and deliverables in this PWS.

Each tank will have its own inspection documents, hex chrome, led based paint sampling etc…no other tank’s document or results may be utilized for another tank due to personnel safety and hazardous disposal guidelines and intent set forth by Host Nation Status of Forces Agreement and coordinated with base Environmental office (CEV). .

Tank

Facility# BBLS Dimension (Estimated)

Built Renovated Last Cleaned

Condition Last Internal

API

Next Due

Internal

API

External Inspection

Product

29 30029 53,343 ~37’6” H x 100’ D

1951 2002 June

Excellent 2010 2020 2015 JP8

30 30030 53,430 ~37’6” H x 100’ D

1951 2002 June

Excellent 2010 2020 2015 JP8

31 30031 53,366 ~37’6” H x 100’ D

1951 2002 June

Excellent 2010 2020 2015 JP8

32 30032 53,505 ~37’6” H x 100’ D

1951 2002 June

Excellent 2010 2020 2015 JP8

2024 Options Table 3 Table 3 Tanks are exercisable options on the award that may be exercised upon the Government’s discretion in accordance with the clause’s directions. The Tanks listed in Table 2 are tanks for inspection and services that mirror all required details and deliverables in this PWS.

Each tank will have its own inspection documents, hex chrome, led based paint sampling etc…no other tank’s document or results may be utilized for another tank due to personnel safety and hazardous disposal guidelines and intent set forth by Host Nation Status of Forces Agreement and coordinated with base Environmental Office (CEV) .

Tank

Facility# BBLS Dimensions (Estimated)

Built Renovated Last Cleaned

Condition Last Internal

API

Next Due

Internal

API

External Inspection

Product

20 30020 53,535 ~37’6” H x 100’ D

1951 2001 June

Excellent 2011 2021 2016 JP8

21 30021 53,363 ~37’6” H x 100’ D

1951 2001 June

Excellent 2011 2021 2016 JP8

22 30022 53,491 ~37’6” H x 100’ D

1951 2001 June

Excellent 2011 2021 2016 JP8

25 30025 53,485, ~37’6” H x 100’ D

1951 2001 June

Excellent 2011 2021 2016 JP8

Appendix A

1.0 TANK BACKGROUND AND FEATURES

Each of the four tanks listed in Table 1 are field erected, ASTs built in the early 1950s of the API 12c design built-in that era. The tanks are not equipped with a floating pan. All tanks are built with a unique cut and cover venting system without overflow vents. The tanks were last inspected by Enterprise Engineering, Inc in July 2008, API reports show a new floor was installed 1999-2000 timeframe. Some known conditions must be addressed on all three individually:

1. Shand and Jurs tape gauge condition

2. Condition and cleanliness of the Shand and Jurs Pressure/Vacuum Vents Coating.

Failures were identified in 2008 API reports

3. Establish a tank floor corrosion rate based upon previous API reports and new floor scan.

1.1 Tank specific Efforts

Contractor shall provide qualified team members with sufficient knowledge and expertise to perform the EEMUA 159 inspection and prepare a comprehensive report. See Table of Deliverables A013, A014, A014a, )

a. Verticality of Round Survey. These tanks do not currently have a floating pan installed. To ensure the tank is capable of receiving a floating pan in the future to accommodate a future floating pan design, the Contractor is to conduct a Verticality of Round Survey with sufficient freeboard for stakeholders to review any potential restriction of double wiper seal arrangement. See Table of Deliverables (A07d)

b. EEMUA 159 Report Contractor shall report and recommend repair options for mandatory and non-mandatory EEMUA 159 repair items into the EEMUA 159 report effort to establish compliance path for future construction agents. (See Table of Deliverables A014)

(Refer to Appendix D, EEMUA 159 Inspection Report Format, for additional information)

• Attachment 1 Tank 18 API Rprt 2008.pdf

• Attachment 2 Tank 23 API Rprt 2008.pdf

• Attachment 3 Tank 27 API Rprt 2008.pdf

• Attachment 4 Tank 28 API Rprt 2008.pdf

2.0 OUT-OF-SERVICE (INTERNAL) EEMUA 159 INSPECTIONS

The Contractor shall perform (Internal) Out-of-Service EEMUA 159 inspections on ASTs located at the installations and facilities listed in Table 1 above, and Table 2 and 3 upon exercise of the options. Each tank shall be returned to service upon completion of inspection for operational continuity. The Contractor shall have all material, equipment, and labor on-site to perform inspections. Following inspection, the Contractor shall

Appendix A produce a preliminary report accompanied by a list of necessary repairs for tank compliance with EEMUA 159 and a cost estimate of potential repairs.

2.1 Suitability for Service (A015)

The Contractor shall provide a final EEUMA 159 certification “suitability for service” outlining anomalies identified and certify that tanks are compliant with EEMUA Standards for continued use. The Contractor shall inspect tank containment basin, include map of the findings, and cost estimate of repairs in report. The Contractor shall provide and maintain an inspection schedule. Perform an inspection IAW good engineering practices, installation approved Spill Prevention Control and Countermeasures (SPCC) Plans, NFPA 30, and UFGS 33 01 50.60 in compliance with 40 CFR 112, UFC 3-460-01, UFC 3-460-03, applicable industry standards, and any applicable federal, state, local, service and host nation requirements. This document will be delivered with the draft EEMUA 159 report submission to notify the government of tank status for use. See Table of Deliverables (A015).

2.2 Confined Space and Safety (A019)

Since tank entry is required, the Contractor shall comply with confined space guidelines.

A certified tank inspector will assess the condition of the AST and determine its suitability for continued service. The Contractor shall perform a confined space entry to inspect the tank bottom, interior appurtenances and piping. The Contractor shall submit a confined space entry permit to the installation for access.

The Contractor shall submit all plans, materials, waivers, and/or permits to the CO using AF IMT 3000, Material Approval Submittal. Limit one item per submittal unless otherwise authorized by the CO or COR. All submittals shall be tracked through the use of form AF66 Submittal Register.

The Contractor shall secure an atmospheric monitoring device and having qualified personnel take these readings. The Contractor shall refer to 29 CFR 1910.146, Permit- Required Confined Spaces for the API Inspection. In addition, the Contractor shall provide the proper personal protective equipment (PPE) as required. The Contractor shall provide a Certified Industrial Hygienist (CIH), or Marine Chemist to certify each tank is Gas Free and Safe for Entry prior to Inspection Activities. Request Permits a minimum of 30 Calendar days prior to inspection activities. See Table of Deliverables A019

2.3 Engineer Specifications (not Applicable)

2.4 Containment Inspection Report (A016)

Visually inspect containment for ability to contain the entire contents of the tank in the event of catastrophic failure. Assess for cracks, settlement and deterioration. The Contractor shall record dimensions of cracks to include length (feet), depth (inches), and width (inches) and provide graph mapping the cracks with each panel numbered for clarity of crack location and sizes. Provide all proper documentation including, drawings, report findings and repair recommendations back to the CO and COR. See Table of Deliverables A016)

Appendix A

2.5 Inspection Team

The Contractor shall deploy their inspection team to initiate inspection actions at the earliest possible timeframe due to travel and weather conditions.

2.6 Summary of Findings (A013)

The Contractor shall attend one out-brief per tank and present the Summary of Findings to Government stakeholders the next business day after each EEMUA 159 inspection is completed and before departing site. Out-brief shall facilitate off-site attendee participation. Each tank shall be returned to service no later than the next business day after receipt of Government direction provided at the facility out-brief. (See Table of Deliverables A013) The Contractor shall submit all plans, materials, waivers, and/or permits to the CO using AF IMT 3000, Material Approval Submittal. Limit one item per submittal unless otherwise authorized by the CO. All submittals shall be tracked through the use of form AF66 Submittal Register.

2.7 Inspection Sequencing

The Contractor shall sequence cleaning and inspection to minimize the interruption to mission support for multiple tanks at a single installation. The Contractor shall coordinate with the installation POCs, CO, and COR to ensure the Contractor’s schedule does not conflict with mission requirements. The Contractor shall notify the CO, COR, and installation personnel a minimum of 30 calendar days prior to taking the first tank out-of-service, allowing time for installation personnel to drain the tank until the installed pumps suction has been broken if necessary. The Contractor shall coordinate with the installation Fuels Management and Civil Engineering POCs prior to inspection activities;

protect all tanks from the elements during all nonworking hours.

2.8 Submittals

Contractor responsibilities include efficient management of work, submittal of accurate deliverables IAW this instruction, adherence to project schedule which shall be provided and maintained by the Contractor to include timely identification and solution of impediments to successful project execution. The Contractor shall provide the schedule as part of the monthly report and as changes are made.

2.9 Fuel removal

The Contractor shall clean and vapor-free each tank. Fuels Management/WFM will assist in emptying tank contents. All on-spec fuel shall be removed by Fuels Management personnel via installed pumps. Upon pump suction loss, the Contractor shall be responsible to recover and return to storage any on-spec fuel from the tank once cleared by Fuels Management Team. Residual fuel shall be sampled by base fuels management flight to ensure fuel quality before returning to storage. Any remaining fuel/sludge shall be considered contaminated at, and only at, the discretion of the Fuels Management Team shall be removed and disposed of by the Contractor with close coordination of utilizing the two 10,000 gallon tanks at the weathering pit.

(Refer to Appendix B, Internal Tank Cleaning Requirements)

Appendix A

2.10 Nozzle Reinforcement/Repads

The Contractor shall inspect the tank nozzle reinforcement pad (repad) weep holes to ensure they are not plugged. If weep holes are plugged, Contractor shall remove existing plug and inject white lithium-based grease to inhibit moisture or organic intrusion via the weep hole.

2.11 Sampling of Coatings:

Contractor shall conduct evaluation and sampling of interior and exterior thin-film coatings for Lead-Based Paint (LBP) and Hexavalent Chromium (Hex-Chrome). Provide coatings evaluation, lab sampling results, and a corporate Health and Safety (H&S) analysis report to include decisive narrative interpreting the lab sampling results as Appendix J of the EEMUA 159 Inspection Report. The H&S analysis shall advise in a summary statement; if any actionable levels are reported and specify recommendations for mitigation/remediation as required Coating samples shall be taken, as a minimum, as follows.

a. Tank exterior shell. (Quantity: 4 EA)

b. Tank interior shell 1 foot above thank chime. (Quantity: 4 EA)

c. Tank interior bottom near sump. (Quantity: 2 EA)

d. Tank Exterior fixed roof. (Quantity: 4 EA)

e. Interior Receipt and issue piping (only if coated). (Quantity: 4 EA)

Contractor personnel) shall conduct all NDE testing. Ultrasonic Thickness (UT) readings shall be taken IAW Appendix C Figure 1, Tank Shell; Figure 2, Fixed Roof; and Figure 3, Tank Bottom. Magnetic Flux Leakage (MFL) scanning equipment shall be utilized to detect soil-side corrosion through existing thin-film coatings applied over the tank bottom surface. Provide engineering and NDE data as Appendix C of the EEMUA 159 Inspection Report.

(Refer to Appendix C, Tank Inspection Checklist)

Observe, inspect, and record all accessories related to fire protection, environmental protection, and safe operation (e.g., vents, flame arrestors, pressure gauges, leak detection alarms, level alarms, and shut-off valves) and their compliance with current requirements.

Identify type and manufacturer of tank mounted items including valves, ATG system, level alarm system, floating gauge, and venting devices. Obtain information from installation staff on the operability of these specific components. The Contractor shall field-test components.

2.12 EEMUA 159 INSPECTION REPORTS

a. The Contractor shall provide detailed tank information in the EEMUA 159 Inspection

Report, which shall include, but not limited to, tank name, tank dimensions, facility number, category code, year built, product type, nominal capacity (gallons and barrels), inspection type (out-of-service), and date of inspection. The Government does not know the availability of current as-built drawings; the Contractor shall research the availability with installation personnel.

Appendix A

(Refer to Appendix D, Inspection Report Format)

b. Reference Appendix C. Inspect and mark each item under column “Completed” with an X for completion or N/A for not applicable; describe under column “Findings” the condition of the item and any deficiencies; provide recommendations for corrective action (repairs) under column “Comments/Recommendation.”

NOTE: APPENDIX C IS PROVIDED AS A GUIDE, BUT MAY NOT BE ALL-

INCLUSIVE. THE CONTRACTOR SHALL IDENTIFY AND COMPLY

WITH ALL APPLICABLE HOST NATION, LOCAL, STATE, AND

FEDERAL STANDARDS AND REGULATIONS, INCLUDING AIR FORCE

INSTRUCTIONS, API, DOD, EPA, NFPA, UFC, AND UFGS).

(Refer to Appendix F, List of Applicable Documents of Regulations and Guidance)

c. Reference Appendix D. The EEMUA 159 Inspection Report shall provide recommended Courses of Action (COAs) for the mandatory (≤ 1-year), short term (≤ 5-years), and long term (≤ 10 years) suitability for service by addressing inspection findings and recommending suitable corrective action for deficiencies in Section 7.0 Serviceability.

d. Reference Appendix D. Inspection findings (deficiencies) and recommended corrective actions (repairs) shall adhere to the stated definitions in Section 4.0 Inspection Results.

Narrative for each finding shall cite the corresponding regulation to justify noncompliance and specify measured quantities, dimensions, material composition, and other salient characteristics sufficient to develop a concise, quantifiable, and biddable composition.

e. Reference Appendix D. The Contractor shall observe and record the general design, construction, condition, and deficiencies of the tank secondary containment, leak detection and monitoring system. Identify the type of construction (concrete, soil, impermeable liner) and drainage features. Provide a secondary containment inspection report, as Appendix G of the EEMUA 159 Inspection Report, for the secondary containment that coincides with each tank. Provide drawings of the secondary containment identifying all features and findings within the containment area (type of construction and summary of findings). A Volumetric survey is not required.